Publications
6575102
Omid Khajeh Mahabadi
1
apa-5th-edition
50
date
desc
year
1
title
Mahabadi, O.
1671
https://geogroup.utoronto.ca/wp-content/plugins/zotpress/
%7B%22status%22%3A%22success%22%2C%22updateneeded%22%3Afalse%2C%22instance%22%3Afalse%2C%22meta%22%3A%7B%22request_last%22%3A0%2C%22request_next%22%3A0%2C%22used_cache%22%3Atrue%7D%2C%22data%22%3A%5B%7B%22key%22%3A%22ZQQUYZX7%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222018%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20He%2C%20L.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20Kaifosh%2C%20P.%2C%20Haque%2C%20S.%20A.%2C%20%26%20Grasselli%2C%20G.%20%282018%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85045745229%26doi%3D10.1016%252fj.compgeo.2018.04.011%26partnerID%3D40%26md5%3D33ca603714ca7b5323b3c128e90065cb%27%3EAcceleration%20of%20a%202D%5C%2F3D%20finite-discrete%20element%20code%20for%20geomechanical%20simulations%20using%20General%20Purpose%20GPU%20computing%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E100%3C%5C%2Fi%3E%2C%2084%5Cu201396.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Acceleration%20of%20a%202D%5C%2F3D%20finite-discrete%20element%20code%20for%20geomechanical%20simulations%20using%20General%20Purpose%20GPU%20computing%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22L.%22%2C%22lastName%22%3A%22He%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Kaifosh%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22S.%20A.%22%2C%22lastName%22%3A%22Haque%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22This%20paper%20presents%20a%20novel%20implementation%20of%20a%20hydro-mechanically%20coupled%2C%20finite-discrete%20element%20method%20%28FDEM%29%20optimized%20to%20exploit%20the%20computing%20parallelism%20of%20graphics%20processing%20units%20%28GPUs%29.%20A%20co-processing%20approach%20is%20adopted%20with%20the%20control%20loop%20of%20FDEM%20executed%20serially%20on%20the%20CPU%20and%20compute-intensive%20tasks%20off-loaded%20to%20the%20GPU.%20A%20benchmarking%20study%20indicates%20speedups%20of%20up%20to%20100%5Cu00d7%20compared%20to%20sequential%20CPU%20execution.%20The%20implementation%20is%20validated%20by%20comparing%203D%20laboratory-scale%20rock%20fracturing%20simulations%20with%20experimental%20results.%20The%20effectiveness%20of%20the%20approach%20for%20practical%20rock%20engineering%20applications%20is%20demonstrated%20through%20the%20back%20analysis%20of%20a%20slope%20in%20a%20fractured%20rock%20mass.%20%5Cu00a9%202018%20Elsevier%20Ltd%22%2C%22date%22%3A%222018%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.compgeo.2018.04.011%22%2C%22ISSN%22%3A%220266352X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85045745229%26doi%3D10.1016%252fj.compgeo.2018.04.011%26partnerID%3D40%26md5%3D33ca603714ca7b5323b3c128e90065cb%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A21Z%22%7D%7D%2C%7B%22key%22%3A%22WWCS7J59%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222017%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Kaifosh%2C%20P.%2C%20He%2C%20L.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Grasselli%2C%20G.%20%282017%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84979655875%26doi%3D10.1016%252fj.compgeo.2016.07.009%26partnerID%3D40%26md5%3D29728be53b4e5e4d4d8d6095d48619d8%27%3EA%202D%2C%20fully-coupled%2C%20hydro-mechanical%2C%20FDEM%20formulation%20for%20modelling%20fracturing%20processes%20in%20discontinuous%2C%20porous%20rock%20masses%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E81%3C%5C%2Fi%3E%2C%201%5Cu201318.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22A%202D%2C%20fully-coupled%2C%20hydro-mechanical%2C%20FDEM%20formulation%20for%20modelling%20fracturing%20processes%20in%20discontinuous%2C%20porous%20rock%20masses%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Kaifosh%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22L.%22%2C%22lastName%22%3A%22He%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22This%20paper%20presents%20a%20new%2C%20fully-coupled%2C%20hydro-mechanical%20%28HM%29%20formulation%20for%20a%20finite-discrete%20element%20method%20computer%20code.%20In%20the%20newly-developed%2C%20hydraulic%20solver%2C%20fluid%20flow%20is%20assumed%20to%20occur%20through%20the%20same%20triangular%20mesh%20used%20for%20the%20mechanical%20calculations.%20The%20flow%20of%20a%20viscous%2C%20compressible%20fluid%20is%20explicitly%20solved%20based%20on%20a%20cubic%20law%20approximation.%20The%20implementation%20is%20verified%20against%20closed-form%20solutions%20for%20several%20flow%20problems.%20The%20approach%20is%20then%20applied%20to%20a%20field-scale%20simulation%20of%20fluid%20injection%20in%20a%20jointed%2C%20porous%20rock%20mass.%20Results%20show%20that%20the%20proposed%20method%20can%20be%20used%20to%20obtain%20unique%20geomechanical%20insights%20into%20coupled%20HM%20phenomena.%20%5Cu00a9%202016%20Elsevier%20Ltd%22%2C%22date%22%3A%222017%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.compgeo.2016.07.009%22%2C%22ISSN%22%3A%220266352X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84979655875%26doi%3D10.1016%252fj.compgeo.2016.07.009%26partnerID%3D40%26md5%3D29728be53b4e5e4d4d8d6095d48619d8%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A21Z%22%7D%7D%2C%7B%22key%22%3A%22IWDCXF7Y%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Alcolea%20et%20al.%22%2C%22parsedDate%22%3A%222017%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EAlcolea%2C%20A.%2C%20Kuhlmann%2C%20U.%2C%20Marschall%2C%20P.%2C%20Lisjak%2C%20A.%2C%20Grasselli%2C%20G.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20de%20La%20Vaissi%5Cu00e8re%2C%20R.%2C%20et%20al.%20%282017%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85019694998%26doi%3D10.1144%252fSP443.8%26partnerID%3D40%26md5%3Db8bc3400c5b6307ab9196ebf9a57c489%27%3EA%20pragmatic%20approach%20to%20abstract%20the%20excavation%20damaged%20zone%20around%20tunnels%20of%20a%20geological%20radioactive%20waste%20repository%3A%20application%20to%20the%20HG-A%20experiment%20in%20Mont%20Terri%3C%5C%2Fa%3E.%20%3Ci%3EGeological%20Society%2C%20London%2C%20Special%20Publications%3C%5C%2Fi%3E%2C%20%3Ci%3E443%3C%5C%2Fi%3E%281%29%2C%20127%5Cu2013147.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22A%20pragmatic%20approach%20to%20abstract%20the%20excavation%20damaged%20zone%20around%20tunnels%20of%20a%20geological%20radioactive%20waste%20repository%3A%20application%20to%20the%20HG-A%20experiment%20in%20Mont%20Terri%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andr%5Cu00e9s%22%2C%22lastName%22%3A%22Alcolea%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Uli%22%2C%22lastName%22%3A%22Kuhlmann%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paul%22%2C%22lastName%22%3A%22Marschall%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22R%5Cu00e9mi%22%2C%22lastName%22%3A%22de%20La%20Vaissi%5Cu00e8re%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Helen%22%2C%22lastName%22%3A%22Leung%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Hua%22%2C%22lastName%22%3A%22Shao%22%7D%5D%2C%22abstractNote%22%3A%22The%20excavation%20damaged%20zone%20%28EDZ%29%20around%20the%20backfilled%20tunnels%20of%20a%20geological%20repository%20represents%20a%20possible%20release%20path%20for%20radionuclides%2C%20corrosion%20and%20degradation%20gases%20that%20needs%20to%20be%20adequately%20addressed%20by%20safety%20assessment%20%28SA%29%20modelling%20tools.%20The%20hydromechanical%20phenomena%20associated%20with%20the%20creation%20and%20temporal%20evolution%20of%20the%20EDZ%20are%20of%20high%20complexity%2C%20precluding%20detailed%20representations%20of%20the%20EDZ%20in%20conventional%20SA.%20Thus%2C%20simplified%20EDZ%20models%20mimicking%20the%20safety-relevant%20features%20of%20the%20EDZ%20are%20required.%20In%20this%20context%2C%20a%20heuristic%20modelling%20approach%20has%20been%20developed%20to%20represent%20the%20creation%20and%20evolution%20of%20the%20EDZ%20in%20an%20abstracted%20and%20simplified%20manner.%20The%20key%20features%20addressed%20are%20the%20stochastic%20character%20of%20the%20excavation-induced%20fracture%20network%20and%20the%20self-sealing%20processes%20associated%20with%20the%20re-saturation%20after%20backfilling%20of%20the%20tunnels.%20The%20approach%20has%20been%20applied%20to%20a%20range%20of%20generic%20repository%20settings%20to%20investigate%20the%20impact%20of%20repository%20depth%20and%20in%20situ%20conditions%20on%20the%20hydraulic%20significance%20of%20the%20EDZ%20after%20repository%20closure.%20The%20model%20has%20been%20benchmarked%20with%20a%20dataset%20from%20a%20self-sealing%20experiment%20at%20the%20Mont%20Terri%20underground%20rock%20laboratory%20%28URL%29%2C%20demonstrating%20the%20ability%20of%20the%20approach%20to%20mimic%20the%20evolution%20of%20the%20hydraulic%20significance%20of%20the%20EDZ%20during%20the%20re-saturation%20phase.%22%2C%22date%22%3A%222017%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1144%5C%2Fsp443.8%22%2C%22ISSN%22%3A%220305-8719%202041-4927%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85019694998%26doi%3D10.1144%252fSP443.8%26partnerID%3D40%26md5%3Db8bc3400c5b6307ab9196ebf9a57c489%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A21Z%22%7D%7D%2C%7B%22key%22%3A%22RRX5DIKU%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222016-06-25%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Lisjak%2C%20A.%2C%20He%2C%20L.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20Kaifosh%2C%20P.%2C%20%26%20Grasselli%2C%20G.%20%282016%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85010310530%26partnerID%3D40%26md5%3De1a09e4bc7cd0d54bc1ee4962017649e%27%3EDevelopment%20of%20a%20new%20fully-parallel%20finite-discrete%20element%20code%3A%20Irazu%3C%5C%2Fa%3E.%20%3Ci%3E50th%20U.S.%20Rock%20Mechanics%20%5C%2F%20Geomechanics%20Symposium%202016%3C%5C%2Fi%3E%20%28Vol.%204%2C%20pp.%202695%5Cu20132703%29.%20Presented%20at%20the%2050th%20U.S.%20Rock%20Mechanics%5C%2FGeomechanics%20Symposium%2C%20Houston%2C%20Texas%3A%20American%20Rock%20Mechanics%20Association%20%28ARMA%29.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Development%20of%20a%20new%20fully-parallel%20finite-discrete%20element%20code%3A%20Irazu%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22L.%22%2C%22lastName%22%3A%22He%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Kaifosh%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22This%20paper%20presents%20the%20development%20and%20verification%20of%20a%20new%2C%20fully-parallel%2C%20hydro-mechanically-coupled%20simulation%20software%20%28Irazu%29%20based%20on%20the%20finite-discrete%20element%20method%20%28FDEM%29.%20Irazu%20is%20a%20general-purpose%20numerical%20simulation%20software%20which%20combines%20continuum%20mechanics%20principles%20with%20discrete%20element%20algorithms%20to%20simulate%20the%20mechanical%20response%20of%20brittle%20geomaterials.%20To%20overcome%20the%20computational%20limitations%20of%20FDEM%20codes%2C%20Irazu%20utilizes%20the%20parallel%20processing%20power%20of%20general-purpose%20graphics%20processing%20units%20%28GPGPUs%29.%20As%20a%20result%2C%20Irazu%20shows%20impressive%20speedups%20compared%20with%20a%20sequential%20central%20processing%20unit%20%28CPU%29%20FDEM%20code.%20The%20code%20capabilities%20are%20illustrated%20herein%20by%20simulating%20the%20complex%20failure%20mechanics%20of%20bedded%20rock%20samples.%20A%20case%20study%20to%20assess%20the%20stability%20of%20the%20overhang%20of%20a%20mine%20loading%20pocket%20demonstrates%20Irazu%27s%20application%20to%20field-scale%20problems.%20Overall%2C%20superior%20physics%20and%20computational%20performance%20make%20Irazu%20a%20state-of-the-art%2C%20commercial%20simulation%20tool%20for%20tackling%20complex%20geomechanical%20applications%20in%20mining%2C%20civil%2C%20and%20petroleum%20engineering.%20Copyright%202016%20ARMA%2C%20American%20Rock%20Mechanics%20Association.%22%2C%22date%22%3A%22June%2025%20-%2029%2C%202016%22%2C%22proceedingsTitle%22%3A%2250th%20U.S.%20Rock%20Mechanics%20%5C%2F%20Geomechanics%20Symposium%202016%22%2C%22conferenceName%22%3A%2250th%20U.S.%20Rock%20Mechanics%5C%2FGeomechanics%20Symposium%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-1-5108-2802-5%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85010310530%26partnerID%3D40%26md5%3De1a09e4bc7cd0d54bc1ee4962017649e%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A27Z%22%7D%7D%2C%7B%22key%22%3A%22XBJ7U9CJ%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222016-06-25%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20Kaifosh%2C%20P.%2C%20He%2C%20L.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Grasselli%2C%20G.%20%282016%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85010310658%26partnerID%3D40%26md5%3Da21b7090f138e64a0c2abe81c0030ac1%27%3EDevelopment%20of%20a%20fully-coupled%2C%20hydro-mechanical%20model%20for%20finite-discrete%20element%20simulations%20of%20fluid-driven%20fracturing%3C%5C%2Fa%3E.%20%3Ci%3E50th%20U.S.%20Rock%20Mechanics%20%5C%2F%20Geomechanics%20Symposium%202016%3C%5C%2Fi%3E%20%28Vol.%201%2C%20pp.%20818%5Cu2013828%29.%20Presented%20at%20the%2050th%20U.S.%20Rock%20Mechanics%5C%2FGeomechanics%20Symposium%2C%20Houston%2C%20Texas%3A%20American%20Rock%20Mechanics%20Association%20%28ARMA%29.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Development%20of%20a%20fully-coupled%2C%20hydro-mechanical%20model%20for%20finite-discrete%20element%20simulations%20of%20fluid-driven%20fracturing%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Kaifosh%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22L.%22%2C%22lastName%22%3A%22He%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22This%20paper%20presents%20the%20development%2C%20verification%20and%20application%20of%20a%20new%2C%20fully-coupled%2C%20hydro-mechanical%20%28HM%29%20formulation%20for%20a%20finite-discrete%20element%20method%20%28FDEM%29%20software%20package%20called%20Irazu.%20FDEM%20is%20a%20general-purpose%20numerical%20approach%20which%20combines%20continuum%20mechanics%20principles%20with%20discrete%20element%20algorithms%20to%20simulate%20the%20mechanical%20response%20of%20brittle%20geomaterials.%20In%20the%20newly-developed%2C%20integrated%20hydraulic%20solver%2C%20fluid%20flow%20is%20assumed%20to%20occur%20through%20a%20network%20generated%20from%20the%20same%20triangular%20mesh%20used%20for%20the%20mechanical%20calculations.%20The%20flow%20of%20a%20viscous%2C%20compressible%20fluid%20is%20explicitly%20solved%20based%20on%20a%20cubic%20law%20approximation.%20The%20modeling%20approach%20is%20applied%20to%20the%20field-scale%20simulation%20of%20fluid%20injection%20in%20a%20jointed%20and%20porous%20rock%20mass.%20Results%20show%20that%20the%20proposed%20numerical%20approach%20can%20be%20used%20to%20obtain%20unique%20geomechanical%20insights%20into%20coupled%20HM%20phenomena%2C%20including%20fluid-driven%20fracturing%20in%20permeable%20rocks%20and%20interaction%20between%20induced%20and%20natural%20fractures.%20Copyright%202016%20ARMA.%22%2C%22date%22%3A%22June%2025%20-%2029%2C%202016%22%2C%22proceedingsTitle%22%3A%2250th%20U.S.%20Rock%20Mechanics%20%5C%2F%20Geomechanics%20Symposium%202016%22%2C%22conferenceName%22%3A%2250th%20U.S.%20Rock%20Mechanics%5C%2FGeomechanics%20Symposium%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-1-5108-2802-5%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85010310658%26partnerID%3D40%26md5%3Da21b7090f138e64a0c2abe81c0030ac1%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A27Z%22%7D%7D%2C%7B%22key%22%3A%22XYA9T39Q%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222015-10-07%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20Vietor%2C%20T.%2C%20%26%20Marschall%2C%20P.%20%282015%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85055160053%26partnerID%3D40%26md5%3Db5d1156848f87146f7bb40c15baa2a03%27%3ESimulating%20the%20mechanical%20re-compaction%20of%20the%20EDZ%20in%20an%20indurated%20claystone%20%28Opalinus%20clay%29%3C%5C%2Fa%3E.%20%3Ci%3EISRM%20Regional%20Symposium%2C%20EUROCK%202015%3C%5C%2Fi%3E%20%28pp.%20639%5Cu2013644%29.%20Presented%20at%20the%20ISRM%20Regional%20Symposium-EUROCK%202015%2C%20Salzburg%2C%20Austria%3A%20International%20Society%20for%20Rock%20Mechanics.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Simulating%20the%20mechanical%20re-compaction%20of%20the%20EDZ%20in%20an%20indurated%20claystone%20%28Opalinus%20clay%29%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22T.%22%2C%22lastName%22%3A%22Vietor%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Marschall%22%7D%5D%2C%22abstractNote%22%3A%22This%20study%20aims%20at%20strengthening%20the%20understanding%20of%20the%20mechanical%20sealing%20process%20of%20the%20excavation%20damaged%20zone%20%28EDZ%29%20in%20Opalinus%20Clay%2C%20an%20indurated%20claystone%20currently%20being%20assessed%20as%20the%20host%20rock%20for%20a%20deep%20geological%20repository%20in%20Switzerland.%20To%20achieve%20this%20goal%2C%20hybrid%20finite-discrete%20element%20method%20%28FDEM%29%20simulations%20are%20applied%20to%20the%20HG-A%20experiment%2C%20an%20in-situ%20test%20carried%20out%20at%20the%20Mont%20Terri%20underground%20rock%20laboratory%20to%20investigate%20the%20hydro-mechanical%20response%20of%20a%20backfilled%20and%20sealed%20microtunnel.%20The%20mechanical%20re-compaction%20of%20the%20EDZ%20is%20analyzed%20by%20accounting%20for%20an%20increase%20of%20swelling%20pressure%20from%20the%20bentonite%20backfill%20onto%20the%20rock.%20Simulation%20results%20indicate%20an%20overall%20reduction%20of%20the%20total%20fracture%20area%20around%20the%20excavation%20as%20a%20function%20of%20the%20applied%20pressure%2C%20with%20locations%20of%20ineffective%20sealing%20associated%20with%20self-propping%20of%20fractures.%20%5Cu00a9%20%5Cu00d6GG.%22%2C%22date%22%3A%22October%207%20%5Cu2013%2010%2C%202015%22%2C%22proceedingsTitle%22%3A%22ISRM%20Regional%20Symposium%2C%20EUROCK%202015%22%2C%22conferenceName%22%3A%22ISRM%20Regional%20Symposium-EUROCK%202015%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-3-9503898-1-4%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85055160053%26partnerID%3D40%26md5%3Db5d1156848f87146f7bb40c15baa2a03%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A28Z%22%7D%7D%2C%7B%22key%22%3A%22GTEVBDMA%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222015-05-10%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20Marschall%2C%20P.%2C%20M%5Cu00fcller%2C%20H.%20R.%2C%20Garitte%2C%20B.%2C%20%26%20Vietor%2C%20T.%20%282015%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85044130502%26partnerID%3D40%26md5%3Ddc6c24caec77d01a55975f180deaf035%27%3EThe%20excavation%20damaged%20zone%20in%20Clay%20Shales%3A%20New%20rock%20mechanics%20insights%20from%20discontinuum%20numerical%20modelling%3C%5C%2Fa%3E.%20In%20Hassani%2C%20Hadjigeorgiou%2C%20%26%20Archibald%20%28Eds.%29%2C%20%3Ci%3E13th%20ISRM%20International%20Congress%20of%20Rock%20Mechanics%3C%5C%2Fi%3E%20%28Vol.%202015-MAY%2C%20pp.%201%5Cu201310%29.%20Presented%20at%20the%2013th%20ISRM%20International%20Congress%20of%20Rock%20Mechanics%202015%2C%20Montreal%2C%20Canada%3A%20International%20Society%20for%20Rock%20Mechanics.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22The%20excavation%20damaged%20zone%20in%20Clay%20Shales%3A%20New%20rock%20mechanics%20insights%20from%20discontinuum%20numerical%20modelling%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22Hassani%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22Hadjigeorgiou%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22Archibald%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Marschall%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22H.%20R.%22%2C%22lastName%22%3A%22M%5Cu00fcller%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22B.%22%2C%22lastName%22%3A%22Garitte%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22T.%22%2C%22lastName%22%3A%22Vietor%22%7D%5D%2C%22abstractNote%22%3A%22Numerous%20research%20studies%20have%20shown%20that%20clay%20rock%20formations%20exhibit%20favourable%20characteristics%20for%20the%20deep%20geological%20disposal%20of%20radioactive%20waste.%20However%2C%20one%20main%20concern%20is%20that%20the%20favourable%20long-term%20isolation%20properties%20of%20the%20intact%20rock%20mass%20could%20be%20negatively%20affected%20by%20the%20formation%20of%20an%20excavation%20damaged%20zone%20%28EDZ%29%20around%20the%20underground%20openings.%20The%20goal%20of%20this%20paper%20is%20to%20present%20new%20rock%20mechanics%20insights%20into%20the%20phenomena%20involved%20in%20the%20EDZ%20formation%20and%20evolution%20processes%20in%20Opalinus%20Clay%2C%20a%20clay%20shale%20currently%20being%20assessed%20as%20a%20potential%20host%20rock%20for%20an%20underground%20repository%20in%20Northern%20Switzerland.%20More%20specifically%2C%20discontinuum-based%20computer%20simulations%2C%20using%20a%20hybrid%20finite-discrete%20element%20method%20%28FDEM%29%20approach%2C%20were%20applied%20to%20two%20case%20studies%20considering%20circular%20excavations%20in%20an%20anisotropic%20Opalinus%20Clay%20formation.%20In%20the%20first%20case%20study%2C%20numerical%20modelling%20was%20applied%20to%20the%20HG-A%20experiment%2C%20a%20long-term%20in-situ%20test%20carried%20out%20at%20the%20Mont%20Terri%20underground%20rock%20laboratory%20to%20investigate%20the%20hydro-mechanical%20response%20of%20a%20backfilled%20and%20sealed%20microtunnel.%20A%20mechanistic%20analysis%20of%20the%20fracturing%20processes%20involved%20in%20the%20EDZ%20formation%20was%20carried%20out.%20In%20the%20second%20case%20study%2C%20the%20long-term%20effect%20of%20the%20bentonite%20backfill%20swelling%20on%20the%20EDZ%20around%20an%20emplacement%20was%20numerically%20analyzed.%20Overall%2C%20the%20simulation%20results%20highlight%20short-term%20distinctive%20rock%20failure%20kinematics%20due%20to%20the%20bedded%20rock%20structure%2C%20as%20well%20as%20a%20long-term%20reduction%20of%20the%20excavation-induced%20fracture%20porosity%20in%20response%20to%20mechanical%20loading.%20%5Cu00a9%202015%20by%20the%20Canadian%20Institute%20of%20Mining%2C%20Metallurgy%20%26%20Petroleum%20and%20ISRM.%22%2C%22date%22%3A%22May%2010%20%5Cu2013%2013%2C%202015%22%2C%22proceedingsTitle%22%3A%2213th%20ISRM%20International%20Congress%20of%20Rock%20Mechanics%22%2C%22conferenceName%22%3A%2213th%20ISRM%20International%20Congress%20of%20Rock%20Mechanics%202015%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.13140%5C%2FRG.2.1.1595.9125%22%2C%22ISBN%22%3A%22978-1-926872-25-4%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85044130502%26partnerID%3D40%26md5%3Ddc6c24caec77d01a55975f180deaf035%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A29Z%22%7D%7D%2C%7B%22key%22%3A%22FLEGSIKQ%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222015%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20Marschall%2C%20P.%2C%20Lanyon%2C%20G.%20W.%2C%20Vaissi%5Cu00e8re%2C%20R.%20de%20la%2C%20et%20al.%20%282015%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84941702390%26doi%3D10.1007%252fs00603-015-0847-2%26partnerID%3D40%26md5%3Dbe622e8d429699fb5202f1edbd57b109%27%3EHybrid%20Finite-Discrete%20Element%20Simulation%20of%20the%20EDZ%20Formation%20and%20Mechanical%20Sealing%20Process%20Around%20a%20Microtunnel%20in%20Opalinus%20Clay%3C%5C%2Fa%3E.%20%3Ci%3ERock%20Mechanics%20and%20Rock%20Engineering%3C%5C%2Fi%3E%2C%20%3Ci%3E49%3C%5C%2Fi%3E%285%29%2C%201849%5Cu20131873.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Hybrid%20Finite-Discrete%20Element%20Simulation%20of%20the%20EDZ%20Formation%20and%20Mechanical%20Sealing%20Process%20Around%20a%20Microtunnel%20in%20Opalinus%20Clay%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paul%22%2C%22lastName%22%3A%22Marschall%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22George%20W.%22%2C%22lastName%22%3A%22Lanyon%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22R%5Cu00e9mi%20de%20la%22%2C%22lastName%22%3A%22Vaissi%5Cu00e8re%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Hua%22%2C%22lastName%22%3A%22Shao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Helen%22%2C%22lastName%22%3A%22Leung%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Christophe%22%2C%22lastName%22%3A%22Nussbaum%22%7D%5D%2C%22abstractNote%22%3A%22The%20analysis%20and%20prediction%20of%20the%20rock%20mass%20disturbance%20around%20underground%20excavations%20are%20critical%20components%20of%20the%20performance%20and%20safety%20assessment%20of%20deep%20geological%20repositories%20for%20nuclear%20waste.%20In%20the%20short%20term%2C%20an%20excavation%20damaged%20zone%20%28EDZ%29%20tends%20to%20develop%20due%20to%20the%20redistribution%20of%20stresses%20around%20the%20underground%20openings.%20The%20EDZ%20is%20associated%20with%20an%20increase%20in%20hydraulic%20conductivity%20of%20several%20orders%20of%20magnitude.%20In%20argillaceous%20rocks%2C%20sealing%20mechanisms%20ultimately%20lead%20to%20a%20partial%20reduction%20in%20the%20effective%20hydraulic%20conductivity%20of%20the%20EDZ%20with%20time.%20The%20goal%20of%20this%20study%20is%20to%20strengthen%20the%20understanding%20of%20the%20phenomena%20involved%20in%20the%20EDZ%20formation%20and%20sealing%20in%20Opalinus%20Clay%2C%20an%20indurated%20claystone%20currently%20being%20assessed%20as%20a%20host%20rock%20for%20a%20geological%20repository%20in%20Switzerland.%20To%20achieve%20this%20goal%2C%20hybrid%20finite-discrete%20element%20method%20%28FDEM%29%20simulations%20are%20performed.%20With%20its%20explicit%20consideration%20of%20fracturing%20processes%2C%20FDEM%20modeling%20is%20applied%20to%20the%20HG-A%20experiment%2C%20an%20in%20situ%20test%20carried%20out%20at%20the%20Mont%20Terri%20underground%20rock%20laboratory%20to%20investigate%20the%20hydro-mechanical%20response%20of%20a%20backfilled%20and%20sealed%20microtunnel.%20A%20quantitative%20simulation%20of%20the%20EDZ%20formation%20process%20around%20the%20microtunnel%20is%20first%20carried%20out%2C%20and%20the%20numerical%20results%20are%20compared%20with%20field%20observations.%20Then%2C%20the%20re-compression%20of%20the%20EDZ%20under%20the%20effect%20of%20a%20purely%20mechanical%20loading%2C%20capturing%20the%20increase%20of%20swelling%20pressure%20from%20the%20backfill%20onto%20the%20rock%2C%20is%20considered.%20The%20simulation%20results%20highlight%20distinctive%20rock%20failure%20kinematics%20due%20to%20the%20bedded%20structure%20of%20the%20rock%20mass.%20Also%2C%20fracture%20termination%20is%20simulated%20at%20the%20intersection%20with%20a%20pre-existing%20discontinuity%2C%20representing%20a%20fault%20plane%20oblique%20to%20the%20bedding%20orientation.%20Simulation%20of%20the%20EDZ%20re-compression%20indicates%20an%20overall%20reduction%20of%20the%20total%20fracture%20area%20as%20a%20function%20of%20the%20applied%20pressure%2C%20with%20locations%20of%20ineffective%20sealing%20associated%20with%20self-propping%20of%20fractures.%20These%20results%20are%20consistent%20with%20hydraulic%20testing%20data%20revealing%20a%20negative%20correlation%20between%20pressure%20values%20and%20an%20increase%20in%20the%20EDZ%20transmissivity.%20%5Cu00a9%202015%2C%20Springer-Verlag%20Wien.%22%2C%22date%22%3A%222015%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1007%5C%2Fs00603-015-0847-2%22%2C%22ISSN%22%3A%220723-2632%201434-453X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84941702390%26doi%3D10.1007%252fs00603-015-0847-2%26partnerID%3D40%26md5%3Dbe622e8d429699fb5202f1edbd57b109%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22LNWIKG6H%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Zhao%20et%20al.%22%2C%22parsedDate%22%3A%222015%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EZhao%2C%20Q.%2C%20Tisato%2C%20N.%2C%20Grasselli%2C%20G.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Lisjak%2C%20A.%2C%20%26amp%3B%20Liu%2C%20Q.%20%282015%29.%20Influence%20ofin%20situstress%20variations%20on%20acoustic%20emissions%3A%20a%20numerical%20study.%20%3Ci%3EGeophysical%20Journal%20International%3C%5C%2Fi%3E%2C%20%3Ci%3E203%3C%5C%2Fi%3E%282%29%2C%201246%26%23x2013%3B1252.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Influence%20ofin%20situstress%20variations%20on%20acoustic%20emissions%3A%20a%20numerical%20study%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qi%22%2C%22lastName%22%3A%22Zhao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Nicola%22%2C%22lastName%22%3A%22Tisato%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qinya%22%2C%22lastName%22%3A%22Liu%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222015%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1093%5C%2Fgji%5C%2Fggv370%22%2C%22ISSN%22%3A%220956-540X%201365-246X%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A21Z%22%7D%7D%2C%7B%22key%22%3A%22XBS2C9AY%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222014-05-27%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Kaifosh%2C%20P.%2C%20Vietor%2C%20T.%2C%20%26%20Grasselli%2C%20G.%20%282014%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84901371213%26partnerID%3D40%26md5%3Dbc5bf80a508ca8c11e3224ca950023ec%27%3EA%20preliminary%20evaluation%20of%20an%20enhanced%20FDEM%20code%20as%20a%20tool%20to%20simulate%20hydraulic%20fracturing%20in%20jointed%20rock%20masses%3C%5C%2Fa%3E.%20In%20N.%20Colegio%20Oficial%20de%20Ingenieros%20de%20Minas%20del%2C%20P.%20Deputacion%20de%2C%20Geobrugg%2C%20Sibelco%2C%20%26%20et%20al.%20%28Eds.%29%2C%20%3Ci%3ERock%20Engineering%20and%20Rock%20Mechanics%3A%20Structures%20in%20and%20on%20Rock%20Masses%20-%20Proceedings%20of%20EUROCK%202014%2C%20ISRM%20European%20Regional%20Symposium%3C%5C%2Fi%3E%20%28pp.%201427%5Cu20131432%29.%20Presented%20at%20the%202014%20ISRM%20European%20Regional%20Symposium%20on%20Rock%20Engineering%20and%20Rock%20Mechanics%3A%20Structures%20in%20and%20on%20Rock%20Masses%2C%20EUROCK%202014%2C%20Vigo%2C%20Spain%3A%20Taylor%20and%20Francis%20-%20Balkema.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22A%20preliminary%20evaluation%20of%20an%20enhanced%20FDEM%20code%20as%20a%20tool%20to%20simulate%20hydraulic%20fracturing%20in%20jointed%20rock%20masses%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22contributor%22%2C%22firstName%22%3A%22Vigo%22%2C%22lastName%22%3A%22Ayuntamiento%20de%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22firstName%22%3A%22Noroeste%22%2C%22lastName%22%3A%22Colegio%20Oficial%20de%20Ingenieros%20de%20Minas%20del%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22firstName%22%3A%22Pontevedra%22%2C%22lastName%22%3A%22Deputacion%20de%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22Geobrugg%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22Sibelco%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22name%22%3A%22et%20al.%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22P.%22%2C%22lastName%22%3A%22Kaifosh%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22T.%22%2C%22lastName%22%3A%22Vietor%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22Experimental%20evidence%20based%20on%20microseismic%20data%20clearly%20show%20that%20fluid-pressure-driven%20fractures%20interact%20with%20preexisting%20discontinuities%2C%20thus%20highlighting%20the%20strong%20influence%20of%20rock%20mass%20structures%20on%20hydraulic%20fracture%20development.%20However%2C%20these%20mechanisms%20are%20not%20well%20accounted%20for%20by%20analytical%20models%20and%20conventional%20continuum-based%20numerical%20approaches.%20The%20purpose%20of%20this%20paper%20is%20to%20assess%20the%20use%20of%20an%20alternative%20hybrid%20finite-discrete%20element%20%28FDEM%29%20code%2C%20enhanced%20with%20hydraulic%20fracturing%20capabilities%2C%20to%20model%20pressure-driven%20fracturing%20in%20jointed%20rock%20masses.%20The%20proposed%20approach%20is%20first%20validated%20by%20comparing%20the%20emergent%20pressure%20response%20and%20fracture%20patterns%20simulated%20under%20homogeneous%20isotropic%20conditions%20with%20available%20analytical%20solutions.%20Then%2C%20the%20effect%20of%20rock%20mass%20discontinuities%20on%20the%20hydraulic%20fracturing%20process%20is%20investigated%20for%20several%20joint%20geometries.%20%5Cu00a9%202014%20Taylor%20%26%20Francis%20Group%2C%20London.%22%2C%22date%22%3A%22May%2027%20-%2029%2C%202014%22%2C%22proceedingsTitle%22%3A%22Rock%20Engineering%20and%20Rock%20Mechanics%3A%20Structures%20in%20and%20on%20Rock%20Masses%20-%20Proceedings%20of%20EUROCK%202014%2C%20ISRM%20European%20Regional%20Symposium%22%2C%22conferenceName%22%3A%222014%20ISRM%20European%20Regional%20Symposium%20on%20Rock%20Engineering%20and%20Rock%20Mechanics%3A%20Structures%20in%20and%20on%20Rock%20Masses%2C%20EUROCK%202014%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-1-138-00149-7%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84901371213%26partnerID%3D40%26md5%3Dbc5bf80a508ca8c11e3224ca950023ec%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A29Z%22%7D%7D%2C%7B%22key%22%3A%22HG3VEBP9%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222014%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%26%20Grasselli%2C%20G.%20%282014%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84906089939%26doi%3D10.1002%252f2014JB011064%26partnerID%3D40%26md5%3D8b444a287ca2883c3eaa977c392b2a03%27%3EInfluence%20of%20microscale%20heterogeneity%20and%20microstructure%20on%20the%20tensile%20behavior%20of%20crystalline%20rocks%3C%5C%2Fa%3E.%20%3Ci%3EJournal%20of%20Geophysical%20Research%3A%20Solid%20Earth%3C%5C%2Fi%3E%2C%20%3Ci%3E119%3C%5C%2Fi%3E%287%29%2C%205324%5Cu20135341.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Influence%20of%20microscale%20heterogeneity%20and%20microstructure%20on%20the%20tensile%20behavior%20of%20crystalline%20rocks%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22This%20study%20investigates%20the%20influence%20of%20microscale%20heterogeneity%20and%20microcracks%20on%20the%20failure%20behavior%20and%20mechanical%20response%20of%20a%20crystalline%20rock.%20The%20thin%20section%20analysis%20for%20obtaining%20the%20microcrack%20density%20is%20presented.%20Using%20micro%20X-ray%20computed%20tomography%20%28%5Cu03bcCT%29%20scanning%20of%20failed%20laboratory%20specimens%2C%20the%20influence%20of%20heterogeneity%20and%2C%20in%20particular%2C%20biotite%20grains%20on%20the%20brittle%20fracture%20of%20the%20specimens%20is%20discussed%20and%20various%20failure%20patterns%20are%20characterized.%20Three%20groups%20of%20numerical%20simulations%20are%20presented%2C%20which%20demonstrate%20the%20role%20of%20microcracks%20and%20the%20influence%20of%20%5Cu03bcCT-based%20and%20stochastically%20generated%20phase%20distributions.%20The%20mechanical%20response%2C%20stress%20distribution%2C%20and%20fracturing%20process%20obtained%20by%20the%20numerical%20simulations%20are%20also%20discussed.%20The%20simulation%20results%20illustrate%20that%20heterogeneity%20and%20microcracks%20should%20be%20considered%20to%20accurately%20predict%20the%20tensile%20strength%20and%20failure%20behavior%20of%20the%20sample.%20Key%20Points%20Influence%20of%20heterogeneity%20on%20fracture%20patterns%20Influence%20of%20rock%20microcracks%20on%20the%20strength%20of%20the%20material%20Accurate%20results%20using%20reliable%20inputs%20and%20rock%20heterogeneity%20and%20microstructure%20%5Cu00a9%202014.%20American%20Geophysical%20Union.%20All%20Rights%20Reserved.%22%2C%22date%22%3A%222014%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1002%5C%2F2014JB011064%22%2C%22ISSN%22%3A%2221699313%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84906089939%26doi%3D10.1002%252f2014JB011064%26partnerID%3D40%26md5%3D8b444a287ca2883c3eaa977c392b2a03%22%2C%22collections%22%3A%5B%227KFK25R5%22%2C%22Q7X9DETC%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A31Z%22%7D%7D%2C%7B%22key%22%3A%22BYVQWXLF%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Grasselli%20et%20al.%22%2C%22parsedDate%22%3A%222014%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EGrasselli%2C%20G.%2C%20Lisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Tatone%2C%20B.%20S.%20A.%20%282014%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84925157093%26doi%3D10.1080%252f19648189.2014.906367%26partnerID%3D40%26md5%3D9216a6af36943229e808d30e0e98387a%27%3EInfluence%20of%20pre-existing%20discontinuities%20and%20bedding%20planes%20on%20hydraulic%20fracturing%20initiation%3C%5C%2Fa%3E.%20%3Ci%3EEuropean%20Journal%20of%20Environmental%20and%20Civil%20Engineering%3C%5C%2Fi%3E%2C%20%3Ci%3E19%3C%5C%2Fi%3E%285%29%2C%20580%5Cu2013597.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Influence%20of%20pre-existing%20discontinuities%20and%20bedding%20planes%20on%20hydraulic%20fracturing%20initiation%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%5D%2C%22abstractNote%22%3A%22Pressure-driven%20fracturing%2C%20also%20known%20as%20hydraulic%20fracturing%2C%20is%20a%20process%20widely%20used%20for%20developing%20geothermal%20resources%2C%20extracting%20hydrocarbons%20from%20unconventional%20reservoirs%20such%20as%20tight%20sandstone%20and%20shale%20formations%2C%20as%20well%20as%20for%20preconditioning%20the%20rock-mass%20during%20deep%20mining%20operations.%20While%20the%20overall%20process%20of%20pressure-driven%20fracturing%20is%20well%20understood%2C%20a%20quantitative%20description%20of%20the%20process%20is%20difficult%20due%20to%20both%20geologic%20and%20mechanistic%20uncertainties.%20Among%20them%2C%20the%20simulation%20of%20fractures%20growing%20in%20a%20complex%20heterogeneous%20medium%20is%20associated%20with%20computational%20difficulties.%20Experimental%20evidence%20based%20on%20micro-seismic%20monitoring%20clearly%20demonstrates%20the%20important%20influence%20of%20rock%20mass%20fabric%20on%20hydraulic%20fracture%20development%2C%20and%20the%20interaction%20between%20fluid-driven%20fractures%20and%20pre-existing%20discontinuities.%20However%2C%20these%20components%20are%20not%20well%20accounted%20for%20by%20standard%20numerical%20approaches.%20Thus%2C%20the%20design%20of%20hydraulic%20fracturing%20operations%20continues%20to%20be%20based%20on%20simplified%20models%20whereby%20the%20rock%20mass%20is%20treated%20as%20a%20homogeneous%20continuum.%20The%20purpose%20of%20this%20paper%20is%20to%20present%20the%20preliminary%20results%20obtained%20using%20the%20combined%20finite-discrete%20element%20technology%20to%20study%20the%20interaction%20between%20fluid%20driven%20fractures%20and%20natural%20rock%20mass%20discontinuities.%20%5Cu00a9%202014%20Taylor%20and%20Francis.%22%2C%22date%22%3A%222014%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1080%5C%2F19648189.2014.906367%22%2C%22ISSN%22%3A%221964-8189%202116-7214%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84925157093%26doi%3D10.1080%252f19648189.2014.906367%26partnerID%3D40%26md5%3D9216a6af36943229e808d30e0e98387a%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22EIMLY95S%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222014%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Liu%2C%20Q.%2C%20Zhao%2C%20Q.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Grasselli%2C%20G.%20%282014%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84892446949%26doi%3D10.1093%252fgji%252fggt419%26partnerID%3D40%26md5%3D28a776fccda4ec8078fc22044d69f7bb%27%3EErratum%3A%20Numerical%20simulation%20of%20acoustic%20emission%20in%20brittle%20rocks%20by%20two-dimensional%20finite-discrete%20element%20analysis%3C%5C%2Fa%3E.%20%3Ci%3EGeophysical%20Journal%20International%3C%5C%2Fi%3E%2C%20%3Ci%3E196%3C%5C%2Fi%3E%282%29%2C%201263%5Cu20131263.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Erratum%3A%20Numerical%20simulation%20of%20acoustic%20emission%20in%20brittle%20rocks%20by%20two-dimensional%20finite-discrete%20element%20analysis%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Q.%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qi%22%2C%22lastName%22%3A%22Zhao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222014%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1093%5C%2Fgji%5C%2Fggt419%22%2C%22ISSN%22%3A%221365-246X%200956-540X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84892446949%26doi%3D10.1093%252fgji%252fggt419%26partnerID%3D40%26md5%3D28a776fccda4ec8078fc22044d69f7bb%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22WX2MR6ZR%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Zhao%20et%20al.%22%2C%22parsedDate%22%3A%222014%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EZhao%2C%20Q.%2C%20Lisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Liu%2C%20Q.%2C%20%26%20Grasselli%2C%20G.%20%282014%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27http%3A%5C%2F%5C%2Flinkinghub.elsevier.com%5C%2Fretrieve%5C%2Fpii%5C%2FS1674775514000845%27%3ENumerical%20simulation%20of%20hydraulic%20fracturing%20and%20associated%20microseismicity%20using%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EJournal%20of%20Rock%20Mechanics%20and%20Geotechnical%20Engineering%3C%5C%2Fi%3E%2C%20%3Ci%3E6%3C%5C%2Fi%3E%286%29%2C%20574%5Cu2013581.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Numerical%20simulation%20of%20hydraulic%20fracturing%20and%20associated%20microseismicity%20using%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qi%22%2C%22lastName%22%3A%22Zhao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qinya%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222014%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.jrmge.2014.10.003%22%2C%22ISSN%22%3A%2216747755%22%2C%22url%22%3A%22http%3A%5C%2F%5C%2Flinkinghub.elsevier.com%5C%2Fretrieve%5C%2Fpii%5C%2FS1674775514000845%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22LCEWZZPE%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222013%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Liu%2C%20Q.%2C%20Zhao%2C%20Q.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282013%29.%20Numerical%20simulation%20of%20acoustic%20emission%20in%20brittle%20rocks%20by%20two-dimensional%20finite-discrete%20element%20analysis.%20%3Ci%3EGeophysical%20Journal%20International%3C%5C%2Fi%3E%2C%20%3Ci%3E195%3C%5C%2Fi%3E%281%29%2C%20423%26%23x2013%3B443.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Numerical%20simulation%20of%20acoustic%20emission%20in%20brittle%20rocks%20by%20two-dimensional%20finite-discrete%20element%20analysis%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Q.%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Qi%22%2C%22lastName%22%3A%22Zhao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222013%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1093%5C%2Fgji%5C%2Fggt221%22%2C%22ISSN%22%3A%221365-246X%200956-540X%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22ALZEVDMC%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Grasselli%20et%20al.%22%2C%22parsedDate%22%3A%222012-10-03%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EGrasselli%2C%20G.%2C%20Lisjak%2C%20A.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%26amp%3B%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%20%282012%29.%20Numerical%20study%20of%20the%20influence%20of%20pre-existing%20features%20on%20the%20hydraulic%20fracturing%20process%20using%20FEM%5C%2FDEM.%20Presented%20at%20the%20ALERT%20Workshop%20%26%23x2013%3B%20%26%23x201C%3BGeomechanics%20for%20energy%20production%2C%26%23x201D%3B%20grasselli2012numerical.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Numerical%20study%20of%20the%20influence%20of%20pre-existing%20features%20on%20the%20hydraulic%20fracturing%20process%20using%20FEM%5C%2FDEM%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22October%203%2C%202012%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%22ALERT%20Workshop%20%5Cu2013%20%5Cu201cGeomechanics%20for%20energy%20production%5Cu201d%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A29Z%22%7D%7D%2C%7B%22key%22%3A%22S9QA4EJA%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Lisjak%20et%20al.%22%2C%22parsedDate%22%3A%222012-06-10%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ELisjak%2C%20A.%2C%20Tatone%2C%20B.%20S.%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Grasselli%2C%20G.%20%282012%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.researchgate.net%5C%2Fpublication%5C%2F258405907_Block_caving_modelling_using_the_Y-Geo_hybrid_finite-discrete_element_code%27%3EBlock%20caving%20modelling%20using%20the%20Y-Geo%20hybrid%20finite-discrete%20element%20code%3C%5C%2Fa%3E.%20Presented%20at%20the%206th%20International%20Conference%20and%20Exhibition%20on%20Mass%20Mining%20%28MassMin%202012%29%2C%20Sudbury%2C%20Canada.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Block%20caving%20modelling%20using%20the%20Y-Geo%20hybrid%20finite-discrete%20element%20code%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22June%2010%20-%2014%2C%202012%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%226th%20International%20Conference%20and%20Exhibition%20on%20Mass%20Mining%20%28MassMin%202012%29%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.researchgate.net%5C%2Fpublication%5C%2F258405907_Block_caving_modelling_using_the_Y-Geo_hybrid_finite-discrete_element_code%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A27Z%22%7D%7D%2C%7B%22key%22%3A%22N76RT49Q%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222012-01-06%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Randall%2C%20N.%20X.%2C%20Zong%2C%20Z.%2C%20%26%20Grasselli%2C%20G.%20%282012%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fagupubs.onlinelibrary.wiley.com%5C%2Fdoi%5C%2Ffull%5C%2F10.1029%5C%2F2011GL050411%27%3EA%20novel%20approach%20for%20micro-scale%20characterization%20and%20modeling%20of%20geomaterials%20incorporating%20actual%20material%20heterogeneity%3C%5C%2Fa%3E.%20%3Ci%3EGeophysical%20Research%20Letters%3C%5C%2Fi%3E%2C%20%3Ci%3E39%3C%5C%2Fi%3E%281%29%2C%20n%5C%2Fa-n%5C%2Fa.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22A%20novel%20approach%20for%20micro-scale%20characterization%20and%20modeling%20of%20geomaterials%20incorporating%20actual%20material%20heterogeneity%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22N.%20X.%22%2C%22lastName%22%3A%22Randall%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Z.%22%2C%22lastName%22%3A%22Zong%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%2206%20January%202012%22%2C%22language%22%3A%22en%22%2C%22DOI%22%3A%2210.1029%5C%2F2011gl050411%22%2C%22ISSN%22%3A%2200948276%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fagupubs.onlinelibrary.wiley.com%5C%2Fdoi%5C%2Ffull%5C%2F10.1029%5C%2F2011GL050411%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22QBCHRLIC%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%22%2C%22parsedDate%22%3A%222012%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%20%282012%29.%20%3Ci%3E%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Ftspace.library.utoronto.ca%5C%2Fhandle%5C%2F1807%5C%2F32789%27%3EInvestigating%20the%20Influence%20of%20Micro-scale%20Heterogeneity%20and%20Microstructure%20on%20the%20Failure%20and%20Mechanical%20Behaviour%20of%20Geomaterials%3C%5C%2Fa%3E%3C%5C%2Fi%3E%20%28PhD%20Thesis%29.%20University%20of%20Toronto.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22thesis%22%2C%22title%22%3A%22Investigating%20the%20Influence%20of%20Micro-scale%20Heterogeneity%20and%20Microstructure%20on%20the%20Failure%20and%20Mechanical%20Behaviour%20of%20Geomaterials%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%5D%2C%22abstractNote%22%3A%22The%20mechanical%20response%20of%20geomaterials%20is%20highly%20influenced%20by%20geometrical%20and%20material%20heterogeneity.%20To%20date%2C%20most%20modelling%20practices%20consider%20heterogeneity%20qualitatively%20and%20the%20choice%20of%20input%20parameters%20can%20be%20subjective.%20In%20this%20study%2C%20a%20novel%20approach%20to%20combine%20detailed%20micro-scale%20characterization%20with%20modelling%20of%20heterogeneous%20geomaterials%20is%20presented.%20The%20influence%20of%20micro-scale%20heterogeneity%20and%20microcracks%20on%20the%20mechanical%20response%20and%20brittle%20fracture%20of%20a%20crystalline%20rock%20was%20studied%20using%20numerical%20and%20experimental%20tools.%20An%20existing%20Combined%20Finite-Discrete%20element%20%28FEM%5C%2FDEM%29%20code%20was%20extended%20to%20suit%20heterogeneous%2C%20discontinuous%2C%20brittle%20rocks.%5Cn%5CnBy%20conducting%20grid%20micro-indentation%20and%20micro-scratch%20tests%2C%20the%20Young%27s%20modulus%20and%20fracture%20toughness%20of%20the%20constituent%20phases%20of%20the%20rock%20were%20obtained%20and%20used%20as%20accurate%20input%20parameters%20for%20the%20numerical%20models.%20The%20models%20incorporated%20the%20exact%20phase%20mapping%20obtained%20from%20a%20MicroCT-scanned%20specimen%20and%20the%20existing%20microcrack%20density%20obtained%20from%20thin%20section%20analysis.%20The%20results%20illustrated%20that%20by%20incorporating%20accurate%20micromechanical%20input%20parameters%20and%20the%20intrinsic%20rock%20geometric%20features%2C%20the%20numerical%20simulations%20could%20more%20accurately%20predict%20the%20mechanical%20response%20of%20the%20specimen%2C%20including%20the%20fracture%20patterns%20and%20tensile%20strength.%5Cn%5CnThe%20numerical%20simulations%20illustrated%20that%20microstructural%20flaws%20such%20as%20microcracks%20should%20be%20included%20in%20the%20models%20to%20more%20accurately%20reproduce%20the%20rock%20strength.%20In%20addition%2C%20the%20differential%20elastic%20deformations%20caused%20by%20rock%20heterogeneity%20altered%20the%20stress%20distribution%20in%20the%20specimen%2C%20creating%20zones%20of%20local%20tensile%20stresses%2C%20in%20particular%2C%20on%20the%20boundaries%20between%20different%20mineral%20phases.%20As%20a%20result%2C%20heterogeneous%20models%20exhibited%20rougher%20fracture%20surfaces.%5Cn%5CnMicroCT%20observations%20emphasized%20the%20influence%20of%20heterogeneity%20and%2C%20in%20particular%2C%20biotite%20grains%20on%20the%20fracture%20trajectories%20in%20the%20specimens.%20Favourably%20oriented%20biotite%20flakes%20and%20cleavage%20splitting%20significantly%20deviated%20the%20cracks.%20The%20interaction%20of%20the%20main%20crack%20with%20perpendicular%20cleavage%20planes%20of%20biotite%20caused%20strong%20crack%20deviation%20and%20termination.%5Cn%5CnConsidering%20heterogeneity%20and%20the%20strength%20degradation%20caused%20by%20microcracks%2C%20the%20simulations%20captured%20reasonably%20accurate%20mechanical%20responses%20and%20failure%20mechanisms%20for%20the%20rock%2C%20namely%2C%20the%20nonlinear%20stress-strain%20relationships.%20The%20insights%20presented%20in%20this%20study%20improve%20the%20understanding%20of%20the%20role%20of%20heterogeneity%20and%20microstructure%20on%20damage%20and%20mechanical%20behaviour%20of%20brittle%20rock.%22%2C%22thesisType%22%3A%22PhD%20Thesis%22%2C%22university%22%3A%22University%20of%20Toronto%22%2C%22date%22%3A%222012%22%2C%22language%22%3A%22en_ca%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Ftspace.library.utoronto.ca%5C%2Fhandle%5C%2F1807%5C%2F32789%22%2C%22collections%22%3A%5B%22GIKCREZ4%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A32Z%22%7D%7D%2C%7B%22key%22%3A%22R23BQ8EZ%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222012%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Lisjak%2C%20A.%2C%20Munjiza%2C%20A.%2C%20%26%20Grasselli%2C%20G.%20%282012%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fascelibrary.org%5C%2Fdoi%5C%2F10.1061%5C%2F%2528ASCE%2529GM.1943-5622.0000216%27%3EY-Geo%3A%20New%20Combined%20Finite-Discrete%20Element%20Numerical%20Code%20for%20Geomechanical%20Applications%3C%5C%2Fa%3E.%20%3Ci%3EInternational%20Journal%20of%20Geomechanics%3C%5C%2Fi%3E%2C%20%3Ci%3E12%3C%5C%2Fi%3E%286%29%2C%20676%5Cu2013688.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Y-Geo%3A%20New%20Combined%20Finite-Discrete%20Element%20Numerical%20Code%20for%20Geomechanical%20Applications%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Antonio%22%2C%22lastName%22%3A%22Munjiza%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222012%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1061%5C%2F%28asce%29gm.1943-5622.0000216%22%2C%22ISSN%22%3A%221532-3641%201943-5622%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fascelibrary.org%5C%2Fdoi%5C%2F10.1061%5C%2F%2528ASCE%2529GM.1943-5622.0000216%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A25Z%22%7D%7D%2C%7B%22key%22%3A%22S2EVLT8X%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Grasselli%20et%20al.%22%2C%22parsedDate%22%3A%222011-10-16%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EGrasselli%2C%20G.%2C%20Lisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Tatone%2C%20B.%20S.%20A.%20%282011%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.onepetro.org%5C%2Fconference-paper%5C%2FISRM-12CONGRESS-2011-348%27%3ESlope%20stability%20analysis%20using%20a%20hybrid%20Finite-Discrete%20Element%20method%20code%20%28FEMDEM%29%3C%5C%2Fa%3E.%20Presented%20at%20the%2012th%20ISRM%20Congress%2C%20Beijing%2C%20China%3A%20International%20Society%20for%20Rock%20Mechanics%20and%20Rock%20Engineering.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Slope%20stability%20analysis%20using%20a%20hybrid%20Finite-Discrete%20Element%20method%20code%20%28FEMDEM%29%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22October%2016%20-%2021%2C%202011%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%2212th%20ISRM%20Congress%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-0-415-80444-8%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.onepetro.org%5C%2Fconference-paper%5C%2FISRM-12CONGRESS-2011-348%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A29Z%22%7D%7D%2C%7B%22key%22%3A%22VLX9KE2R%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Manzella%20et%20al.%22%2C%22parsedDate%22%3A%222011%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EManzella%2C%20I.%2C%20Lisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20%26%20Grasselli%2C%20G.%20%282011%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Farchive-ouverte.unige.ch%5C%2Funige%3A40396%27%3EInfluence%20of%20initial%20block%20packing%20on%20rock%20avalanche%20flow%20and%20emplacement%20mechanisms%20through%20FEM%5C%2FDEM%20simulations%3C%5C%2Fa%3E.%20%3Ci%3EPan-Am%20Canadian%20Geotechnical%20Society%20Geotechnical%20Conference%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22bookSection%22%2C%22title%22%3A%22Influence%20of%20initial%20block%20packing%20on%20rock%20avalanche%20flow%20and%20emplacement%20mechanisms%20through%20FEM%5C%2FDEM%20simulations%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Irene%22%2C%22lastName%22%3A%22Manzella%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22The%20importance%20of%20the%20initial%20packing%20of%20a%20rock%20cumulus%20on%20its%20flow%20process%20and%20emplacement%20mechanism%20has%20been%20highlighted%20by%20several%20small-scale%20experiments%20%28Manzella%20and%20Labiouse%2C%202009%29%20where%20thousands%20of%20terracotta%20bricks%20were%20either%20randomly%20settled%20as%20a%20loose%20material%20or%20orderly%20piled%20one%20on%20top%20of%20the%20other%20before%20releasing%20them%20on%20an%20inclined%20slope.%20When%20bricks%20were%20piled%2C%20longer%20runout%20were%20observed%20compared%20to%20tests%20run%20with%20loose%20bricks.%20The%20reason%20of%20this%20difference%20has%20been%20highlighted%20using%20a%202D%20Finite%20Element-Discrete%20Element%20code%20by%20explicitly%20accounting%20for%20the%20shape%20of%20the%20blocks%20and%20the%20interactions%20between%20them.%20When%20bricks%20are%20piled%2C%20the%20mass%20has%20originally%20an%20ordinate%20structure%20that%20tends%20to%20be%20preserved%20during%20the%20downhill%20motion%20and%20only%20after%20the%20slope%20break%20it%20shatters%2C%20whereas%20in%20the%20case%20of%20bricks%20randomly%20settled%20into%20the%20box%2C%20the%20mass%20behaves%20as%20a%20loose%20material%20from%20the%20start%20and%20more%20energy%20is%20lost%20from%20the%20beginning%20through%20both%20friction%20and%20collisions%20at%20the%20base%20and%20within%20the%20granular%20mass.%20When%20the%20slope%20break%20is%20smoother%2C%20the%20relatively-coherent%20structure%20of%20the%20block%20cumulus%20is%20even%20less%20disaggregated%2C%20as%20a%20consequence%20less%20energy%20is%20dissipated%20at%20the%20toe%2C%20the%20mass%20can%20travel%20further%20and%20it%20preserves%20the%20inherited%20geometries.%20Simulations%20confirm%20the%20experimental%20results%2C%20giving%20a%20better%20insight%20on%20the%20understanding%20of%20the%20effect%20of%20the%20initial%20block%20packing%20on%20the%20longitudinal%20spreading%20and%20on%20the%20mechanisms%20underneath%20the%20process%20of%20rock%20avalanche%20propagation.%22%2C%22bookTitle%22%3A%22Pan-Am%20Canadian%20Geotechnical%20Society%20Geotechnical%20Conference%22%2C%22date%22%3A%222011%22%2C%22language%22%3A%22eng%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Farchive-ouverte.unige.ch%5C%2Funige%3A40396%22%2C%22collections%22%3A%5B%222GLEUXXE%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A32Z%22%7D%7D%2C%7B%22key%22%3A%22XWJY2D5L%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222010-11%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Cottrell%2C%20B.%20E.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282010%29.%20An%20Example%20of%20Realistic%20Modelling%20of%20Rock%20Dynamics%20Problems%3A%20FEM%5C%2FDEM%20Simulation%20of%20Dynamic%20Brazilian%20Test%20on%20Barre%20Granite.%20%3Ci%3ERock%20Mechanics%20and%20Rock%20Engineering%3C%5C%2Fi%3E%2C%20%3Ci%3E43%3C%5C%2Fi%3E%286%29%2C%20707%26%23x2013%3B716.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22An%20Example%20of%20Realistic%20Modelling%20of%20Rock%20Dynamics%20Problems%3A%20FEM%5C%2FDEM%20Simulation%20of%20Dynamic%20Brazilian%20Test%20on%20Barre%20Granite%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22B.%20E.%22%2C%22lastName%22%3A%22Cottrell%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22The%20scope%20of%20this%20study%20is%20to%20numerically%20simulate%20the%20behaviour%20of%20Brazilian%20disc%20specimens%20as%20observed%20in%20laboratory%20during%20dynamic%2C%20high-strain%20rate%2C%20indirect%20tensile%20tests%20using%20an%20innovative%20combined%20finite-discrete%20element%20method%20%28FEM%5C%2FDEM%29%20research%20code.%20Laboratory%20experiments%20using%20a%20split%20Hopkinson%20pressure%20bar%20%28SHPB%29%20apparatus%20were%20conducted%20by%20the%20authors%20and%20the%20measured%20indirect%20tensile%20strength%20values%20were%20used%20to%20verify%20the%20FEM%5C%2FDEM%20models.%20In%20the%20models%20the%20applied%20boundary%20conditions%2C%20related%20to%20the%20loading%20rate%20of%20the%20specimen%2C%20were%20matched%20with%20the%20experimental%20observations.%20The%20results%20of%20the%20numerical%20simulations%2C%20including%20tensile%20strength%20and%20failure%20time%2C%20are%20in%20agreement%20with%20the%20laboratory%20findings.%20The%20main%20failure%20mechanisms%2C%20i.e.%20tensile%20splitting%20along%20loading%20axis%20and%20shear%20failure%20close%20to%20loading%20platens%20are%20captured%20by%20the%20numerical%20model.%20A%20linear%20relationship%20between%20tensile%20strength%20and%20loading%20rate%20is%20found%20for%20the%20range%20of%20dynamic%20strain%20rates%20tested%20and%20simulated.%20The%20simulation%20results%20are%20in%20good%20agreement%20with%20laboratory%20observations%20and%20demonstrate%20the%20potential%20for%20using%20FEM%5C%2FDEM%20to%20realistically%20model%20dynamic%20response%20of%20rocks.%22%2C%22date%22%3A%222010%20Nov%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1007%5C%2Fs00603-010-0092-7%22%2C%22ISSN%22%3A%220723-2632%201434-453X%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22EDZKHZUV%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Tatone%20et%20al.%22%2C%22parsedDate%22%3A%222010-10-02%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3ETatone%2C%20B.%20S.%20A.%2C%20Lisjak%2C%20A.%2C%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20%26amp%3B%20Donnelly%2C%20C.%20%282010%29.%20Evaluation%20of%20the%20combined%20finite%20element-discrete%20element%20method%20for%20the%20assessment%20of%20gravity%20dam%20stability%20%28Vol.%201509%29.%20Presented%20at%20the%202010%20Canadian%20Dam%20Association%20Conference%2C%20Niagara%20Falls%2C%20Ontario%2C%20Canada.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Evaluation%20of%20the%20combined%20finite%20element-discrete%20element%20method%20for%20the%20assessment%20of%20gravity%20dam%20stability%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Bryan%20Stanley%20Anthony%22%2C%22lastName%22%3A%22Tatone%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22CR%22%2C%22lastName%22%3A%22Donnelly%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22October%202%20%20-7%2C%202010%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%222010%20Canadian%20Dam%20Association%20Conference%2C%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.13140%5C%2F2.1%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A27Z%22%7D%7D%2C%7B%22key%22%3A%22SN4PIUFR%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222010-06-15%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Lisjak%2C%20A.%2C%20Grasselli%2C%20G.%2C%20Lukas%2C%20T.%2C%20%26%20Munjza%2C%20A.%20%282010%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.onepetro.org%5C%2Fconference-paper%5C%2FISRM-EUROCK-2010-035%27%3ENumerical%20modelling%20of%20a%20triaxial%20test%20of%20homogeneous%20rocks%20using%20the%20combined%20finite-discrete%20element%20method%3C%5C%2Fa%3E%20%28pp.%20173%5Cu2013176%29.%20Presented%20at%20the%20ISRM%20International%20Symposium-EUROCK%202010%2C%20Lausanne%2C%20Switzerland%3A%20International%20Society%20for%20Rock%20Mechanics%20and%20Rock%20Engineering.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Numerical%20modelling%20of%20a%20triaxial%20test%20of%20homogeneous%20rocks%20using%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Andrea%22%2C%22lastName%22%3A%22Lisjak%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Tomas%22%2C%22lastName%22%3A%22Lukas%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Ante%22%2C%22lastName%22%3A%22Munjza%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22June%2015%20-%2018%2C%202010%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%22ISRM%20International%20Symposium-EUROCK%202010%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.13140%5C%2F2.1.1600.8642%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.onepetro.org%5C%2Fconference-paper%5C%2FISRM-EUROCK-2010-035%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A29Z%22%7D%7D%2C%7B%22key%22%3A%22SJYC98FE%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222010-02%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20%26amp%3B%20Munjiza%2C%20A.%20%282010%29.%20Y-GUI%3A%20A%20graphical%20user%20interface%20and%20pre-processor%20for%20the%20combined%20finite-discrete%20element%20code%2C%20Y2D%2C%20incorporating%20material%20heterogeneity.%20%3Ci%3EComputers%20%26amp%3B%20Geosciences%3C%5C%2Fi%3E%2C%20%3Ci%3E36%3C%5C%2Fi%3E%282%29%2C%20241%26%23x2013%3B252.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Y-GUI%3A%20A%20graphical%20user%20interface%20and%20pre-processor%20for%20the%20combined%20finite-discrete%20element%20code%2C%20Y2D%2C%20incorporating%20material%20heterogeneity%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22A.%22%2C%22lastName%22%3A%22Munjiza%22%7D%5D%2C%22abstractNote%22%3A%22Numerical%20modelling%20of%20a%20discontinuous%20medium%20has%20gained%20much%20Popularity%20in%20recent%20decades.%20The%20combined%20finite-discrete%20element%20method%20%28FEM%5C%2FDEM%29%20is%20a%20state-of-the-art%20numerical%20modelling%20technique%20pioneered%20in%20the%20mid-1990s.%20Y2D%20is%20a%20robust%20two-dimensional%20FEM%5C%2FDEM%20research%20code%20developed%20by%20Munjiza%20in%202004.%20The%20major%20limitations%20of%20this%20code%20are%20%281%29%20the%20lack%20of%20a%20graphical%20user%20interface%20%28GUI%29%20meaning%20that%20all%20pre-processing%20has%20to%20be%20made%20directly%20on%20an%20ASCII%20input%20file%20and%20%282%29%20the%20inability%20of%20dealing%20with%20heterogeneous%20media.%20This%20contribution%20presents%20the%20first%20GUI%20and%20preprocessor%2C%20known%20as%20Y-GUI%2C%20developed%20for%20Y2D%20and%20the%20implementation%20of%20a%20new%20algorithm%20that%20allows%20for%20the%20use%20of%20heterogeneous%20materials.%20In%20the%20text%20all%20major%20FEM%5C%2FDEM%20concepts%20are%20described%2C%20together%20with%20the%20main%20features%20available%20in%20the%20Y-GUI.%20The%20use%20of%20Y-GUI%20is%20presented%20in%20detail%20and%20some%20of%20its%20functionalities%2C%20including%20the%20heterogeneity%20module%20to%20be%20used%20to%20randomly%20assign%20materials%20to%20a%20mesh.%20are%20introduced.%20At%20the%20end%20of%20the%20manuscript%2C%20four%20case%20studies%2C%20including%20Brazilian%20tests%20of%20a%20homogeneous%20and%20a%20layered%20rock%20sample%20and%20a%20rock%20avalanche%2C%20are%20presented.%20%28C%29%202009%20Elsevier%20Ltd.%20All%20rights%20reserved.%22%2C%22date%22%3A%222010%20Feb%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.cageo.2009.05.010%22%2C%22ISSN%22%3A%2200983004%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A22Z%22%7D%7D%2C%7B%22key%22%3A%22JSPJBF9W%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Mahabadi%20et%20al.%22%2C%22parsedDate%22%3A%222009-05-09%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%2C%20Grasselli%2C%20G.%2C%20%26amp%3B%20Munjiza%2C%20A.%20%282009%29.%20Numerical%20modelling%20of%20a%20Brazilian%20Disc%20test%20of%20layered%20rocks%20using%20the%20combined%20finite-discrete%20element%20method.%20Presented%20at%20the%20RockEng09%2C%20Toronto%2C%20Canada.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Numerical%20modelling%20of%20a%20Brazilian%20Disc%20test%20of%20layered%20rocks%20using%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Antonio%22%2C%22lastName%22%3A%22Munjiza%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%22May%209%20-%2015%2C%202009%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%22RockEng09%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A28Z%22%7D%7D%2C%7B%22key%22%3A%22CDMEXBBY%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Grasselli%20et%20al.%22%2C%22parsedDate%22%3A%222009%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EGrasselli%2C%20G.%2C%20Munjiza%2C%20A.%2C%20Cottrell%2C%20B.%2C%20%26amp%3B%20%3Cstrong%3EMahabadi%2C%20O.%3C%5C%2Fstrong%3E%20K.%20%282009%29.%20FEM%5C%2FDEM%20Simulation%20of%20Dynamic%20Brazilian%20Tests.%20%3Ci%3EISRM%20News%20Journal%3C%5C%2Fi%3E%2C%20%3Ci%3E12%3C%5C%2Fi%3E%2C%2080%26%23x2013%3B83.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22FEM%5C%2FDEM%20Simulation%20of%20Dynamic%20Brazilian%20Tests%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Antonio%22%2C%22lastName%22%3A%22Munjiza%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Ben%22%2C%22lastName%22%3A%22Cottrell%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Omid%20Khajeh%22%2C%22lastName%22%3A%22Mahabadi%22%7D%5D%2C%22abstractNote%22%3A%22The%20scope%20of%20this%20study%20is%20to%20numerically%20simulate%20the%20behaviour%20of%20Brazilian%20disc%20specimens%20as%20observed%20in%20laboratory%20during%20dynamic%2C%20high-strain%20rate%2C%20indirect%20tensile%20tests%20using%20an%20innovative%20combined%20finite-discrete%20element%20method%20%28FEM%5C%2FDEM%29%20research%20code.%20Laboratory%20experiments%20using%20a%20split%20Hopkinson%20pressure%20bar%20%28SHPB%29%20apparatus%20were%20conducted%20by%20the%20authors%20and%20the%20measured%20indirect%20tensile%20strength%20values%20were%20used%20to%20verify%20the%20FEM%5C%2FDEM%20models.%20In%20the%20models%20the%20applied%20boundary%20conditions%2C%20related%20to%20the%20loading%20rate%20of%20the%20specimen%2C%20were%20matched%20with%20the%20experimental%20observations.%20The%20results%20of%20the%20numerical%20simulations%2C%20including%20tensile%20strength%20and%20failure%20time%2C%20are%20in%20agreement%20with%20the%20laboratory%20findings.%20The%20main%20failure%20mechanisms%2C%20i.e.%20tensile%20splitting%20along%20loading%20axis%20and%20shear%20failure%20close%20to%20loading%20platens%20are%20captured%20by%20the%20numerical%20model.%20A%20linear%20relationship%20between%20tensile%20strength%20and%20loading%20rate%20is%20found%20for%20the%20range%20of%20dynamic%20strain%20rates%20tested%20and%20simulated.%20The%20simulation%20results%20are%20in%20good%20agreement%20with%20laboratory%20observations%20and%20demonstrate%20the%20potential%20for%20using%20FEM%5C%2FDEM%20to%20realistically%20model%20dynamic%20response%20of%20rocks.%22%2C%22date%22%3A%222009%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISSN%22%3A%22%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A32Z%22%7D%7D%5D%7D
Lisjak, A., Mahabadi, O. K., He, L., Tatone, B. S. A., Kaifosh, P., Haque, S. A., & Grasselli, G. (2018). Acceleration of a 2D/3D finite-discrete element code for geomechanical simulations using General Purpose GPU computing. Computers and Geotechnics, 100, 84–96.Scopus.
Lisjak, A., Kaifosh, P., He, L., Tatone, B. S. A., Mahabadi, O. K., & Grasselli, G. (2017). A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses. Computers and Geotechnics, 81, 1–18.Scopus.
Alcolea, A., Kuhlmann, U., Marschall, P., Lisjak, A., Grasselli, G., Mahabadi, O. K., de La Vaissière, R., et al. (2017). A pragmatic approach to abstract the excavation damaged zone around tunnels of a geological radioactive waste repository: application to the HG-A experiment in Mont Terri. Geological Society, London, Special Publications, 443(1), 127–147.Scopus.
Mahabadi, O. K., Lisjak, A., He, L., Tatone, B. S. A., Kaifosh, P., & Grasselli, G. (2016). Development of a new fully-parallel finite-discrete element code: Irazu. 50th U.S. Rock Mechanics / Geomechanics Symposium 2016 (Vol. 4, pp. 2695–2703). Presented at the 50th U.S. Rock Mechanics/Geomechanics Symposium, Houston, Texas: American Rock Mechanics Association (ARMA).Scopus.
Lisjak, A., Tatone, B. S. A., Kaifosh, P., He, L., Mahabadi, O. K., & Grasselli, G. (2016). Development of a fully-coupled, hydro-mechanical model for finite-discrete element simulations of fluid-driven fracturing. 50th U.S. Rock Mechanics / Geomechanics Symposium 2016 (Vol. 1, pp. 818–828). Presented at the 50th U.S. Rock Mechanics/Geomechanics Symposium, Houston, Texas: American Rock Mechanics Association (ARMA).Scopus.
Lisjak, A., Tatone, B. S. A., Mahabadi, O. K., Grasselli, G., Vietor, T., & Marschall, P. (2015). Simulating the mechanical re-compaction of the EDZ in an indurated claystone (Opalinus clay). ISRM Regional Symposium, EUROCK 2015 (pp. 639–644). Presented at the ISRM Regional Symposium-EUROCK 2015, Salzburg, Austria: International Society for Rock Mechanics.Scopus.
Lisjak, A., Mahabadi, O. K., Grasselli, G., Marschall, P., Müller, H. R., Garitte, B., & Vietor, T. (2015). The excavation damaged zone in Clay Shales: New rock mechanics insights from discontinuum numerical modelling. In Hassani, Hadjigeorgiou, & Archibald (Eds.), 13th ISRM International Congress of Rock Mechanics (Vol. 2015-MAY, pp. 1–10). Presented at the 13th ISRM International Congress of Rock Mechanics 2015, Montreal, Canada: International Society for Rock Mechanics.Scopus.
Lisjak, A., Tatone, B. S. A., Mahabadi, O. K., Grasselli, G., Marschall, P., Lanyon, G. W., Vaissière, R. de la, et al. (2015). Hybrid Finite-Discrete Element Simulation of the EDZ Formation and Mechanical Sealing Process Around a Microtunnel in Opalinus Clay. Rock Mechanics and Rock Engineering, 49(5), 1849–1873.Scopus.
Zhao, Q., Tisato, N., Grasselli, G., Mahabadi, O. K., Lisjak, A., & Liu, Q. (2015). Influence ofin situstress variations on acoustic emissions: a numerical study. Geophysical Journal International, 203(2), 1246–1252.
Lisjak, A., Mahabadi, O. K., Kaifosh, P., Vietor, T., & Grasselli, G. (2014). A preliminary evaluation of an enhanced FDEM code as a tool to simulate hydraulic fracturing in jointed rock masses. In N. Colegio Oficial de Ingenieros de Minas del, P. Deputacion de, Geobrugg, Sibelco, & et al. (Eds.), Rock Engineering and Rock Mechanics: Structures in and on Rock Masses - Proceedings of EUROCK 2014, ISRM European Regional Symposium (pp. 1427–1432). Presented at the 2014 ISRM European Regional Symposium on Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, EUROCK 2014, Vigo, Spain: Taylor and Francis - Balkema.Scopus.
Mahabadi, O. K., Tatone, B. S. A., & Grasselli, G. (2014). Influence of microscale heterogeneity and microstructure on the tensile behavior of crystalline rocks. Journal of Geophysical Research: Solid Earth, 119(7), 5324–5341.Scopus.
Grasselli, G., Lisjak, A., Mahabadi, O. K., & Tatone, B. S. A. (2014). Influence of pre-existing discontinuities and bedding planes on hydraulic fracturing initiation. European Journal of Environmental and Civil Engineering, 19(5), 580–597.Scopus.
Lisjak, A., Liu, Q., Zhao, Q., Mahabadi, O. K., & Grasselli, G. (2014). Erratum: Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis. Geophysical Journal International, 196(2), 1263–1263.Scopus.
Zhao, Q., Lisjak, A., Mahabadi, O. K., Liu, Q., & Grasselli, G. (2014). Numerical simulation of hydraulic fracturing and associated microseismicity using finite-discrete element method. Journal of Rock Mechanics and Geotechnical Engineering, 6(6), 574–581.
Lisjak, A., Liu, Q., Zhao, Q., Mahabadi, O. K., & Grasselli, G. (2013). Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis. Geophysical Journal International, 195(1), 423–443.
Grasselli, G., Lisjak, A., Tatone, B. S. A., & Mahabadi, O. K. (2012). Numerical study of the influence of pre-existing features on the hydraulic fracturing process using FEM/DEM. Presented at the ALERT Workshop – “Geomechanics for energy production,” grasselli2012numerical.
Lisjak, A., Tatone, B. S. A., Mahabadi, O. K., & Grasselli, G. (2012). Block caving modelling using the Y-Geo hybrid finite-discrete element code. Presented at the 6th International Conference and Exhibition on Mass Mining (MassMin 2012), Sudbury, Canada.
Mahabadi, O. K., Randall, N. X., Zong, Z., & Grasselli, G. (2012). A novel approach for micro-scale characterization and modeling of geomaterials incorporating actual material heterogeneity. Geophysical Research Letters, 39(1), n/a-n/a.
Mahabadi, O. K. (2012). Investigating the Influence of Micro-scale Heterogeneity and Microstructure on the Failure and Mechanical Behaviour of Geomaterials (PhD Thesis). University of Toronto.
Mahabadi, O. K., Lisjak, A., Munjiza, A., & Grasselli, G. (2012). Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications. International Journal of Geomechanics, 12(6), 676–688.
Grasselli, G., Lisjak, A., Mahabadi, O. K., & Tatone, B. S. A. (2011). Slope stability analysis using a hybrid Finite-Discrete Element method code (FEMDEM). Presented at the 12th ISRM Congress, Beijing, China: International Society for Rock Mechanics and Rock Engineering.
Manzella, I., Lisjak, A., Mahabadi, O. K., & Grasselli, G. (2011). Influence of initial block packing on rock avalanche flow and emplacement mechanisms through FEM/DEM simulations. Pan-Am Canadian Geotechnical Society Geotechnical Conference.
Mahabadi, O. K., Cottrell, B. E., & Grasselli, G. (2010). An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite. Rock Mechanics and Rock Engineering, 43(6), 707–716.
Tatone, B. S. A., Lisjak, A., Mahabadi, O. K., Grasselli, G., & Donnelly, C. (2010). Evaluation of the combined finite element-discrete element method for the assessment of gravity dam stability (Vol. 1509). Presented at the 2010 Canadian Dam Association Conference, Niagara Falls, Ontario, Canada.
Mahabadi, O. K., Lisjak, A., Grasselli, G., Lukas, T., & Munjza, A. (2010). Numerical modelling of a triaxial test of homogeneous rocks using the combined finite-discrete element method (pp. 173–176). Presented at the ISRM International Symposium-EUROCK 2010, Lausanne, Switzerland: International Society for Rock Mechanics and Rock Engineering.
Mahabadi, O. K., Grasselli, G., & Munjiza, A. (2010). Y-GUI: A graphical user interface and pre-processor for the combined finite-discrete element code, Y2D, incorporating material heterogeneity. Computers & Geosciences, 36(2), 241–252.
Mahabadi, O. K., Grasselli, G., & Munjiza, A. (2009). Numerical modelling of a Brazilian Disc test of layered rocks using the combined finite-discrete element method. Presented at the RockEng09, Toronto, Canada.
Grasselli, G., Munjiza, A., Cottrell, B., & Mahabadi, O. K. (2009). FEM/DEM Simulation of Dynamic Brazilian Tests. ISRM News Journal, 12, 80–83.