Biography
Dr. Sun received his BEng from Sichuan University and PhD from Wuhan University. Now he is working at the University of Toronto as a postdoctoral fellow. He aims at developing a robust thermo-hydro-mechanical (THM) coupling model based on the combined finite-discrete element method (FDEM).
September 2020
September 2020
Joined
Joined as a Postdoctoral Researcher
July 2019
July 2019
Completed
Completed the PhD Exchange student program.
October 2018
October 2018
Joined
Joined as a PhD Exchange student program.
Publications
6575102
Lei Sun
1
apa-5th-edition
50
date
desc
year
1
title
Sun, L.
1661
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%22V22WRRA6%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222024%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Tang%2C%20X.%2C%20Aboayanah%2C%20K.%20R.%2C%20Xu%2C%20X.%2C%20Liu%2C%20Q.%2C%20%26%20Grasselli%2C%20G.%20%282024%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Flink.springer.com%5C%2Farticle%5C%2F10.1007%5C%2Fs00366-023-01932-6%27%3ECoupled%20hydro-mechanical%20two-phase%20flow%20model%20in%20fractured%20porous%20medium%20with%20the%20combined%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EEngineering%20with%20Computers%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Coupled%20hydro-mechanical%20two-phase%20flow%20model%20in%20fractured%20porous%20medium%20with%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xiangu%22%2C%22lastName%22%3A%22Xu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%222024%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs00366-023-01932-6%22%2C%22ISSN%22%3A%22%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Flink.springer.com%5C%2Farticle%5C%2F10.1007%5C%2Fs00366-023-01932-6%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A18Z%22%7D%7D%2C%7B%22key%22%3A%22MZ59PI5E%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Aboayanah%20et%20al.%22%2C%22parsedDate%22%3A%222023-10%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%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3EAboayanah%2C%20K.%20R.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282023%29.%20Investigating%20Thermal%20Gradient%20Cracking%20and%20Fracture%20Process%20Zone%20Development%20in%20Granitic%20Rocks.%20%3Ci%3EInternational%20Geomechanics%20Symposium%3C%5C%2Fi%3E%20%28p.%207%29.%20Presented%20at%20the%20International%20Geomechanics%20Symposium%2C%20Al%20Khobar%2C%20Saudi%20Arabia.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Investigating%20Thermal%20Gradient%20Cracking%20and%20Fracture%20Process%20Zone%20Development%20in%20Granitic%20Rocks%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%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%22Thermal%20stresses%20developed%20under%20disturbed%20temperature%20field%20induce%20thermal%20cracking%20when%20material%5Cu2019s%20strength%20is%20exceeded.%20In%20this%20paper%2C%20digital%20image%20correlation%20%28DIC%29%20and%20thermo-mechanical%20finite-discrete%20element%20method%20%28FDEM-TM%29%20simulations%20were%20adopted%20to%20investigate%20thermal%20gradient%20cracking%20and%20the%20evolution%20of%20its%20fracture%20process%20zone%20in%20Stanstead%20granite.%20DIC%20results%20showed%20that%20thermal%20gradient%20cracks%20initiated%20in%20a%20radial%20pattern%20from%20the%20heating%20source%20and%20the%20spatial%20density%20of%20the%20cracks%20was%20higher%20closer%20to%20the%20heating%20source%20than%20at%20the%20sample%20periphery.%20The%20macrocrack%20coalesced%20from%20the%20cooler%20portion%20of%20the%20sample%20inwards%3B%20however%2C%20smaller%20cracks%20initiated%20first%20from%20the%20hole%20before%20the%20coalescence.%20FDEM-TM%20simulations%2C%20supported%20by%20DIC%20experimental%20observations%2C%20revealed%20that%20thermal%20gradient%20cracks%20initiate%20as%20a%20result%20of%20an%20advancing%20tensile%20hoop%20stress%20front%20induced%20by%20the%20transient%20temperature%20diffusion%20in%20the%20rock.%20Therefore%2C%20the%20location%20of%20the%20thermal%20gradient%20crack%20initiation%20depends%20on%20both%20the%20local%20material%20tensile%20strength%20and%20the%20magnitude%20of%20the%20local%20induced%20tensile%20stress.%20Analysis%20of%20the%20thermal%20gradient%20fracture%20process%20zone%20%28TG-FPZ%29%20showed%20that%20maximum%20TG-FPZ%20length%20occurred%20at%20the%20onset%20of%20traction-free%20macrocrack%20propagation%20and%20decreased%20gradually%20until%20the%20macrocrack%20reached%20the%20heating%20hole.%20TG-FPZ%20width%20increased%20along%20the%20macrocrack%20length%20from%20the%20sample%20periphery%20towards%20the%20heating%20hole.%20This%20is%20attributed%20to%20the%20pronounced%20differential%20expansion%20mechanism%20in%20the%20hotter%20near-hole%20region%20and%20the%20induced%20tensile%20hoop%20stresses%20later%20in%20the%20heating%20stage%20when%20the%20macrocrack%20approached%20the%20hole.%22%2C%22date%22%3A%22October%202023%22%2C%22proceedingsTitle%22%3A%22International%20Geomechanics%20Symposium%22%2C%22conferenceName%22%3A%22International%20Geomechanics%20Symposium%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.56952%5C%2FIGS-2023-0289%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%3A19Z%22%7D%7D%2C%7B%22key%22%3A%222ZFDQ2KJ%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222023%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Tang%2C%20X.%2C%20Abdelaziz%2C%20A.%2C%20Liu%2C%20Q.%2C%20%26%20Grasselli%2C%20G.%20%282023%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Flink.springer.com%5C%2Farticle%5C%2F10.1007%5C%2Fs11440-023-01895-4%27%3EStability%20analysis%20of%20reservoir%20slopes%20under%20fluctuating%20water%20levels%20using%20the%20combined%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EActa%20Geotechnica%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Stability%20analysis%20of%20reservoir%20slopes%20under%20fluctuating%20water%20levels%20using%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%222023%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs11440-023-01895-4%22%2C%22ISSN%22%3A%221861-1125%201861-1133%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Flink.springer.com%5C%2Farticle%5C%2F10.1007%5C%2Fs11440-023-01895-4%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22IL6PUIVL%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222023%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Tang%2C%20X.%2C%20Aboayanah%2C%20K.%20R.%2C%20Zhao%2C%20Q.%2C%20Liu%2C%20Q.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282023%29.%20A%20coupled%20cryogenic%20thermo-hydro-mechanical%20model%20for%20frozen%20medium%3A%20Theory%20and%20implementation%20in%20FDEM.%20%3Ci%3EJournal%20of%20Rock%20Mechanics%20and%20Geotechnical%20Engineering%3C%5C%2Fi%3E.%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%20coupled%20cryogenic%20thermo-hydro-mechanical%20model%20for%20frozen%20medium%3A%20Theory%20and%20implementation%20in%20FDEM%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%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%22Quansheng%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%222023%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.jrmge.2023.09.007%22%2C%22ISSN%22%3A%2216747755%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%225NYVIPTN%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222023%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Li%2C%20M.%2C%20Abdelaziz%2C%20A.%2C%20Tang%2C%20X.%2C%20Liu%2C%20Q.%2C%20%26%20Grasselli%2C%20G.%20%282023%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.ncbi.nlm.nih.gov%5C%2Fpubmed%5C%2F37928133%27%3EAn%20efficient%203D%20cell-based%20discrete%20fracture-matrix%20flow%20model%20for%20digitally%20captured%20fracture%20networks%3C%5C%2Fa%3E.%20%3Ci%3EInternational%20Journal%20of%20Coal%20Science%20%26%20Technology%3C%5C%2Fi%3E%2C%20%3Ci%3E10%3C%5C%2Fi%3E%281%29%2C%2070.%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%20efficient%203D%20cell-based%20discrete%20fracture-matrix%20flow%20model%20for%20digitally%20captured%20fracture%20networks%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Mei%22%2C%22lastName%22%3A%22Li%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%22Complex%20hydraulic%20fracture%20networks%20are%20critical%20for%20enhancing%20permeability%20in%20unconventional%20reservoirs%20and%20mining%20industries.%20However%2C%20accurately%20simulating%20the%20fluid%20flow%20in%20realistic%20fracture%20networks%20%28compared%20to%20the%20statistical%20fracture%20networks%29%20is%20still%20challenging%20due%20to%20the%20fracture%20complexity%20and%20computational%20burden.%20This%20work%20proposes%20a%20simple%20yet%20efficient%20numerical%20framework%20for%20the%20flow%20simulation%20in%20fractured%20porous%20media%20obtained%20by%203D%20high-resolution%20images%2C%20aiming%20at%20both%20computational%20accuracy%20and%20efficiency.%20The%20fractured%20rock%20with%20complex%20fracture%20geometries%20is%20numerically%20constructed%20with%20a%20cell-based%20discrete%20fracture-matrix%20model%20%28DFM%29%20having%20implicit%20fracture%20apertures.%20The%20flow%20in%20the%20complex%20fractured%20porous%20media%20%28including%20matrix%20flow%2C%20fracture%20flow%2C%20as%20well%20as%20exchange%20flow%29%20is%20simulated%20with%20a%20pipe-based%20cell-centered%20finite%20volume%20method.%20The%20performance%20of%20this%20model%20is%20validated%20against%20analytical%5C%2Fnumerical%20solutions.%20Then%20a%20lab-scale%20true%20triaxial%20hydraulically%20fractured%20shale%20sample%20is%20reconstructed%2C%20and%20the%20fluid%20flow%20in%20this%20realistic%20fracture%20network%20is%20simulated.%20Results%20suggest%20that%20the%20proposed%20method%20achieves%20a%20good%20balance%20between%20computational%20efficiency%20and%20accuracy.%20The%20complex%20fracture%20networks%20control%20the%20fluid%20flow%20process%2C%20and%20the%20opened%20natural%20fractures%20behave%20as%20primary%20fluid%20pathways.%20Heterogeneous%20and%20anisotropic%20features%20of%20fluid%20flow%20are%20well%20captured%20with%20the%20present%20model.%22%2C%22date%22%3A%222023%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs40789-023-00625-1%22%2C%22ISSN%22%3A%222095-8293%20%28Print%29%202198-7823%20%28Electronic%29%202095-8293%20%28Linking%29%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.ncbi.nlm.nih.gov%5C%2Fpubmed%5C%2F37928133%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A18Z%22%7D%7D%2C%7B%22key%22%3A%222UNP8HS7%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222023%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Tang%2C%20X.%2C%20Li%2C%20M.%2C%20Abdelaziz%2C%20A.%2C%20Aboayanah%2C%20K.%2C%20Liu%2C%20Q.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282023%29.%20Flow%20simulation%20in%203D%20fractured%20porous%20medium%20using%20a%20generalized%20pipe-based%20cell-centered%20finite%20volume%20model%20with%20local%20grid%20refinement.%20%3Ci%3EGeomechanics%20for%20Energy%20and%20the%20Environment%3C%5C%2Fi%3E%2C%20%3Ci%3E36%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Flow%20simulation%20in%203D%20fractured%20porous%20medium%20using%20a%20generalized%20pipe-based%20cell-centered%20finite%20volume%20model%20with%20local%20grid%20refinement%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Mei%22%2C%22lastName%22%3A%22Li%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%222023%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.gete.2023.100505%22%2C%22ISSN%22%3A%2223523808%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22U96V86EP%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Abdelaziz%20et%20al.%22%2C%22parsedDate%22%3A%222023%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%3EAbdelaziz%2C%20A.%2C%20Ha%2C%20J.%2C%20Li%2C%20M.%2C%20Magsipoc%2C%20E.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20%26%20Grasselli%2C%20G.%20%282023%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fdoi.org%5C%2F10.46690%5C%2Fager.2023.01.07%27%3EUnderstanding%20hydraulic%20fracture%20mechanisms%3A%20From%20the%20laboratory%20to%20numerical%20modelling%3C%5C%2Fa%3E.%20%3Ci%3EAdvances%20in%20Geo-Energy%20Research%3C%5C%2Fi%3E%2C%20%3Ci%3E7%3C%5C%2Fi%3E%281%29%2C%2066%5Cu201368.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Understanding%20hydraulic%20fracture%20mechanisms%3A%20From%20the%20laboratory%20to%20numerical%20modelling%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Johnson%22%2C%22lastName%22%3A%22Ha%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Mei%22%2C%22lastName%22%3A%22Li%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Earl%22%2C%22lastName%22%3A%22Magsipoc%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%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%222023%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.46690%5C%2Fager.2023.01.07%22%2C%22ISSN%22%3A%2222079963%202208598X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fdoi.org%5C%2F10.46690%5C%2Fager.2023.01.07%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A18Z%22%7D%7D%2C%7B%22key%22%3A%22GPJBTXLM%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Li%20et%20al.%22%2C%22parsedDate%22%3A%222022-08-08%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%3ELi%2C%20M.%2C%20Magsipoc%2C%20E.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Peterson%2C%20K.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282022%29.%20%3Ci%3EHigh-resolution%20Mapping%20and%20Characterization%20of%20Shale%20Fractures%20Hydraulically%20Induced%20in%20the%20Laboratory%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22artwork%22%2C%22title%22%3A%22High-resolution%20Mapping%20and%20Characterization%20of%20Shale%20Fractures%20Hydraulically%20Induced%20in%20the%20Laboratory%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22artist%22%2C%22firstName%22%3A%22Mei%22%2C%22lastName%22%3A%22Li%22%7D%2C%7B%22creatorType%22%3A%22artist%22%2C%22firstName%22%3A%22Earl%22%2C%22lastName%22%3A%22Magsipoc%22%7D%2C%7B%22creatorType%22%3A%22artist%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22artist%22%2C%22firstName%22%3A%22Karl%22%2C%22lastName%22%3A%22Peterson%22%7D%2C%7B%22creatorType%22%3A%22artist%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22artworkMedium%22%3A%22%22%2C%22artworkSize%22%3A%22%22%2C%22date%22%3A%22August%208-10%2C%202022%22%2C%22language%22%3A%22%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%22YB83CJ36%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22IQARBP6Y%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Shao%20et%20al.%22%2C%22parsedDate%22%3A%222022-05-08%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%3EShao%2C%20Z.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Aboayanah%2C%20K.%20R.%2C%20Liu%2C%20Q.%2C%20%26%20Grasselli%2C%20G.%20%282022%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fdoi.org%5C%2F10.1007%5C%2Fs00603-022-02893-w%27%3EInvestigate%20the%20Mode%20I%20Fracture%20Characteristics%20of%20Granite%20After%20Heating%5C%2F-LN2%20Cooling%20Treatments%3C%5C%2Fa%3E.%20%3Ci%3ERock%20Mechanics%20and%20Rock%20Engineering%3C%5C%2Fi%3E.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Investigate%20the%20Mode%20I%20Fracture%20Characteristics%20of%20Granite%20After%20Heating%5C%2F-LN2%20Cooling%20Treatments%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Zuliang%22%2C%22lastName%22%3A%22Shao%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%22Thermal%20treatment%20of%20the%20warm%20rock%20mass%20using%20liquid%20nitrogen%20%28LN2%29%20is%20a%20prospective%20rock%20fracturing%20technology%20in%20many%20geo-engineering%20applications.%20This%20paper%20presents%20an%20experimental%20and%20numerical%20work%20aimed%20at%20investigating%20the%20effect%20of%20thermal%20treatments%20%28i.e.%2C%20heating%5Cu2013LN2%20cooling%29%20on%20fracture%20failure%20characteristics.%20Mode%20I%20fracture%20toughness%20as%20a%20function%20of%20thermal%20treatment%20was%20determined%20using%20semi-circular%20bending%20tests.%20The%20roughness%20of%20the%20resultant%20fracture%20surfaces%20was%20quantitatively%20evaluated%20with%20a%203D%20laser%20scanner%20and%20fractal%20theory.%20Experimental%20results%20show%20that%20the%20thermal%20treatment%20has%20a%20significant%20influence%20on%20the%20fracture%20toughness%20and%20roughness.%20The%20fracture%20toughness%20of%20the%20thermally%20treated%20samples%20shows%20a%20negative%20correlation%20with%20the%20heating%20temperature%2C%20except%20in%20the%20range%20of%2025%5Cu2013200%20%5Cu00baC%20where%20the%20fracture%20toughness%20shows%20a%20slight%20increase.%20However%2C%20the%20fracture%20roughness%20of%20thermally%20treated%20samples%20shows%20an%20opposite%20trend%20as%20it%20gradually%20increases%20with%20temperature.%20Scanning%20electron%20microscope%20analysis%20associates%20these%20phenomena%20to%20the%20development%20of%20thermal%20microcracks.%20Moreover%2C%20numerical%20simulations%20using%20the%20finite-discrete%20element%20method%20thermo-mechanical%20code%20%28FDEM-TM%29%20were%20conducted%20to%20reproduce%20the%20thermo%5C%2Fmechanical%20behavior%20of%20thermally%20treated%20rock%2C%20and%20to%20help%20explain%20the%20influence%20of%20the%20thermally%20induced%20microcracks%20on%20the%20failure%20mechanisms.%20The%20thermally%20induced%20microcracks%20contribute%20to%20the%20variation%20of%20the%20fracture%20toughness%20and%20roughness%20according%20to%20the%20laboratory%20experiment%20and%20numerical%20simulation.%20This%20work%20provides%20an%20improved%20understanding%20of%20the%20temperature%20effect%20on%20rock%20fracture%20characteristics%20in%20engineering%20applications.%22%2C%22date%22%3A%222022-05-08%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs00603-022-02893-w%22%2C%22ISSN%22%3A%220723-2632%201434-453X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fdoi.org%5C%2F10.1007%5C%2Fs00603-022-02893-w%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22SHCLU8WA%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222022-01-01%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Liu%2C%20Q.%2C%20Abdelaziz%2C%20A.%2C%20Tang%2C%20X.%2C%20%26%20Grasselli%2C%20G.%20%282022%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X2100536X%27%3ESimulating%20the%20entire%20progressive%20failure%20process%20of%20rock%20slopes%20using%20the%20combined%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E141%3C%5C%2Fi%3E%2C%20104557.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Simulating%20the%20entire%20progressive%20failure%20process%20of%20rock%20slopes%20using%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%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%20approach%20%28Y-slope%29%20to%20simulate%20entire%20slope%20failure%20processes%2C%20from%20initiation%2C%20transport%20to%20deposition.%20The%20algorithm%20is%20implemented%20in%20a%20combined%20finite-discrete%20element%20method%20code.%20Absorbing%20boundary%20conditions%20are%20implemented%20to%20improve%20computational%20efficiency%20for%20the%20initial%20stress%20state%20equilibrium.%20Strength%20reduction%20methods%2C%20considering%20both%20tensile%20and%20shear%20failure%20modes%2C%20are%20implemented%20to%20evaluate%20the%20slope%20stability%2C%20where%20the%20safety%20factor%20and%20critical%20failure%20surface%20are%20automatically%20obtained.%20The%20energy%20dissipation%20mechanism%2C%20due%20to%20blocks%5Cu2019%20friction%20and%20collision%2C%20is%20incorporated%20to%20accurately%20simulate%20the%20block%20kinematics%20during%20the%20post-failure%20stage.%20The%20accuracy%20and%20robustness%20of%20Y-slope%20are%20validated%20by%20numerical%20tests%2C%20and%20the%20failure%20mechanism%20and%20failure%20progress%20of%20a%20homogeneous%20and%20jointed%20rock%20slope%20are%20presented.%20Results%20indicate%20that%20Y-slope%20can%20not%20only%20evaluate%20the%20slope%20stability%20state%20%28e.g.%2C%20safety%20factor%20and%20critical%20failure%20surface%29%2C%20but%20also%20simulate%20the%20entire%20failure%20process%20%28e.g.%2C%20slope%20deformation%2C%20failure%20surface%20evolution%2C%20block%20transport%20and%20deposition%29.%20In%20addition%2C%20the%20critical%20role%20of%20existing%20discontinuities%20on%20the%20slope%20stability%20and%20failure%20mechanism%20are%20also%20highlighted.%20This%20work%20proposes%20a%20promising%20tool%20in%20understanding%20the%20failure%20mechanism%20and%20assessing%20the%20potential%20risk%20by%20predicting%20the%20entire%20failure%20process%20of%20rock%20slopes.%22%2C%22date%22%3A%222022-01-01%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.compgeo.2021.104557%22%2C%22ISSN%22%3A%220266352X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X2100536X%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22SEEBL8LT%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222022%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Grasselli%2C%20G.%2C%20Liu%2C%20Q.%2C%20Tang%2C%20X.%2C%20%26%20Abdelaziz%2C%20A.%20%282022%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X2200146X%27%3EThe%20role%20of%20discontinuities%20in%20rock%20slope%20stability%3A%20Insights%20from%20a%20combined%20finite-discrete%20element%20simulation%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E147%3C%5C%2Fi%3E%2C%20104788.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22The%20role%20of%20discontinuities%20in%20rock%20slope%20stability%3A%20Insights%20from%20a%20combined%20finite-discrete%20element%20simulation%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%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%22Quansheng%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%5D%2C%22abstractNote%22%3A%22%22%2C%22date%22%3A%222022%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%22%22%2C%22ISSN%22%3A%220266-352X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X2200146X%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%225E4R7RPV%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Aboayanah%20et%20al.%22%2C%22parsedDate%22%3A%222022%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%3EAboayanah%2C%20K.%20R.%2C%20Popoola%2C%20A.%2C%20Abdelaziz%2C%20A.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Ossetchkina%2C%20E.%2C%20Peterson%2C%20K.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282022%29.%20Effect%20of%20pre-existing%20cracks%20on%20thermal%20cracking%20of%20granitic%20rocks%20under%20confinement.%20%3Ci%3EGeomechanics%20and%20Geophysics%20for%20Geo-Energy%20and%20Geo-Resources%3C%5C%2Fi%3E%2C%20%3Ci%3E8%3C%5C%2Fi%3E%284%29.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Effect%20of%20pre-existing%20cracks%20on%20thermal%20cracking%20of%20granitic%20rocks%20under%20confinement%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Afeez%22%2C%22lastName%22%3A%22Popoola%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Aly%22%2C%22lastName%22%3A%22Abdelaziz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Ekaterina%22%2C%22lastName%22%3A%22Ossetchkina%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Karl%22%2C%22lastName%22%3A%22Peterson%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%222022%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs40948-022-00431-0%22%2C%22ISSN%22%3A%222363-8419%202363-8427%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22CJCMI8BF%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222022%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Liu%2C%20Q.%2C%20Tao%2C%20S.%2C%20%26%20Grasselli%2C%20G.%20%282022%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X22003822%27%3EA%20novel%20low-temperature%20thermo-mechanical%20coupling%20model%20for%20frost%20cracking%20simulation%20using%20the%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E152%3C%5C%2Fi%3E.%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%20low-temperature%20thermo-mechanical%20coupling%20model%20for%20frost%20cracking%20simulation%20using%20the%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Siji%22%2C%22lastName%22%3A%22Tao%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%222022%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.compgeo.2022.105045%22%2C%22ISSN%22%3A%220266352X%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X22003822%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A20Z%22%7D%7D%2C%7B%22key%22%3A%22ERPLH729%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Aboayanah%20et%20al.%22%2C%22parsedDate%22%3A%222021-11-01%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%3EAboayanah%2C%20K.%20R.%2C%20Popoola%2C%20A.%2C%20%3Cstrong%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Peterson%2C%20K.%2C%20%26amp%3B%20Grasselli%2C%20G.%20%282021%29.%20Grain-Based%20Finite-Discrete%20Element%20Modeling%20of%20Thermal%20Cracking%20in%20Stanstead%20Granite%20%28p.%207%29.%20Presented%20at%20the%20ARMA%5C%2FDGS%5C%2FSEG%202nd%20International%20Geomechanics%20Symposium%2C%20ARMA%3A%20American%20Rock%20Mechanics%20Association.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22Grain-Based%20Finite-Discrete%20Element%20Modeling%20of%20Thermal%20Cracking%20in%20Stanstead%20Granite%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Kareem%20Ramzy%22%2C%22lastName%22%3A%22Aboayanah%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Afeez%22%2C%22lastName%22%3A%22Popoola%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Karl%22%2C%22lastName%22%3A%22Peterson%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%22Granitic%20rocks%20constitute%20many%20of%20geothermal%20energy%20plays%20and%20host%20candidate%20for%20future%20underground%20nuclear%20waste%20storage%20facilities.%20However%2C%20producing%20hot%20fluids%20or%20injecting%20cold%20fluids%20into%20geothermal%20reservoirs%20or%20storing%20hot%20decaying%20radioactive%20material%20will%20generate%20temperature%20changes%20and%20induce%20local%20thermo-elastic%20stresses%20within%20the%20surrounding%20rock.%20Such%20stress%20changes%20have%20the%20potential%20to%20initiate%20cracks%20within%20the%20host%20rock%20affecting%20its%20mechanical%20and%20hydraulic%20properties.%20In%20this%20paper%2C%20we%20investigate%20the%20process%20of%20thermal%20cracking%20of%20unconfined%20Stanstead%20granite%20samples%2C%20thermally%20treated%20up%20to%20400%20%5Cu00b0C%2C%20combining%20optical%20microscopy%20imaging%20of%20thin%20sections%20and%20grain-based%20finite-discrete%20element%20method%20%28GB-FDEM%29%20modeling.%20The%20heterogeneous%20nature%20of%20this%20granite%20was%20represented%20by%20its%20three%20most%20abundant%20minerals%20%28i.e.%2C%20quartz%2C%20feldspar%2C%20and%20biotite%29%20and%20thermal%20properties%20variation%20was%20captured%20using%20temperature-dependent%20thermal%20properties.%20Petrographic%20microscopy%20image%20analysis%20reveals%20significant%20increase%20in%20the%20microcrack%20density%20with%20increasing%20thermal%20treatment%20temperatures%2C%20in%20which%20the%20number%20of%20grain%20boundary%20microcracks%20dominates%20such%20increase%20over%20the%20number%20of%20intragranular%20microcracks%20%5Cu2013%20consistent%20with%20typical%20observations%20in%20other%20granitic%20rocks.%20GB-FDEM%20simulations%20showed%20that%20tensile%20cracking%20is%20the%20prevailing%20failure%20mode%20with%20few%20mixed%20and%20shear%20cracks%20initiating%20towards%20400%20%5Cu00b0C.%20Furthermore%2C%20most%20of%20the%20initiated%20cracks%20are%20intergranular%20cracks%20and%20few%20intragranular%20cracks%20appeared%20at%20400%20%5Cu00b0C%20in%20quartz%20and%20feldspar.%22%2C%22date%22%3A%22November%201-4%2C%202021%22%2C%22proceedingsTitle%22%3A%22%22%2C%22conferenceName%22%3A%22ARMA%5C%2FDGS%5C%2FSEG%202nd%20International%20Geomechanics%20Symposium%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%3A24Z%22%7D%7D%2C%7B%22key%22%3A%22T9EG36JS%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222020-01-01%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Liu%2C%20Q.%2C%20Grasselli%2C%20G.%2C%20%26%20Tang%2C%20X.%20%282020%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27http%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X19303015%27%3ESimulation%20of%20thermal%20cracking%20in%20anisotropic%20shale%20formations%20using%20the%20combined%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EComputers%20and%20Geotechnics%3C%5C%2Fi%3E%2C%20%3Ci%3E117%3C%5C%2Fi%3E%2C%20103237.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Simulation%20of%20thermal%20cracking%20in%20anisotropic%20shale%20formations%20using%20the%20combined%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Quansheng%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%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%5D%2C%22abstractNote%22%3A%22Thermal%20cracking%20widely%20exists%20in%20many%20geoengineering%20practices%20%28e.g.%2C%20geothermal%20exploitation%2C%20nuclear%20waste%20disposal%20and%20CO2%20sequestration%29%2C%20and%20highly%20affects%20the%20efficiency%20and%20safety%20of%20the%20engineering%20applications.%20Some%20of%20these%20projects%20are%20constructed%20in%20shale%20formations%20with%20anisotropic%20thermal%5C%2Fmechanical%20properties%2C%20which%20affect%20the%20thermal%20cracking%20behavior.%20It%20is%20therefore%20imperative%20to%20understand%20and%20correctly%20model%20the%20thermo-mechanical%20%28TM%29%20coupling%20behavior%20of%20anisotropic%20shale%20rocks%20for%20better%20and%20safer%20designs.%20In%20this%20paper%2C%20a%20novel%20anisotropic%20TM%20coupled%20model%2C%20named%20as%20Y-TManiso%2C%20is%20proposed%20to%20study%20the%20heat%20transfer%20and%20thermal%20cracking%20process%20in%20the%20anisotropic%20shale%20formations%20based%20on%20the%20combined%20finite-discrete%20element%20method%20%28FDEM%29.%20In%20particular%2C%20some%20inherent%20characteristics%20of%20the%20shale%20formations%20%28e.g.%2C%20material%20anisotropy%2C%20pre-existing%20discontinuities%20and%20multiple%20layers%29%20can%20be%20well%20handled%20in%20this%20model.%20The%20performance%20of%20this%20model%20on%20temperature%20field%20calculation%20and%20thermal%20cracking%20modelling%20are%20confirmed%20by%20numerical%20tests%20with%20analytical%20or%20experimental%20solutions.%20An%20application%20test%20concerned%20with%20the%20thermal%20cracking%20in%20a%20shale%20formation%20is%20investigated.%20The%20results%20show%20that%20the%20proposed%20Y-TManiso%20has%20implications%20in%20the%20application%20and%20design%20of%20TM%20coupling%20problems%20in%20anisotropic%20shale%20formations.%22%2C%22date%22%3A%222020-01-01%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.compgeo.2019.103237%22%2C%22ISSN%22%3A%220266352X%22%2C%22url%22%3A%22http%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS0266352X19303015%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A26Z%22%7D%7D%2C%7B%22key%22%3A%222GIYAKYW%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222019-12-01%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Grasselli%2C%20G.%2C%20Liu%2C%20Q.%2C%20%26%20Tang%2C%20X.%20%282019%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27http%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS1365160919301686%27%3ECoupled%20hydro-mechanical%20analysis%20for%20grout%20penetration%20in%20fractured%20rocks%20using%20the%20finite-discrete%20element%20method%3C%5C%2Fa%3E.%20%3Ci%3EInternational%20Journal%20of%20Rock%20Mechanics%20and%20Mining%20Sciences%3C%5C%2Fi%3E%2C%20%3Ci%3E124%3C%5C%2Fi%3E%2C%20104138.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Coupled%20hydro-mechanical%20analysis%20for%20grout%20penetration%20in%20fractured%20rocks%20using%20the%20finite-discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%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%22Quansheng%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%5D%2C%22abstractNote%22%3A%22Grouting%20is%20a%20widely%20used%20geotechnical%20engineering%20method%20to%20improve%20the%20strength%20and%20reduce%20the%20hydraulic%20conductivity%20of%20rock%20masses.%20The%20grouting%20process%20is%20a%20typical%20coupled%20hydro-mechanical%20%28HM%29%20problem%2C%20which%20should%20be%20analyzed%20by%20considering%20the%20mutual%20interaction%20between%20the%20grout%20flow%20and%20the%20rock%20mass.%20In%20this%20paper%2C%20a%20coupled%20HM%20model%20%28Y-grouting%29%20is%20presented%20to%20study%20the%20grouting%20process%20using%20the%20finite-discrete%20element%20method%20%28FDEM%29.%20This%20Y-grouting%20can%20well%20explain%20some%20typical%20phenomena%20observed%20during%20grouting%20operations%2C%20which%20are%20difficult%20to%20be%20modelled%20by%20pure%20hydraulic%20analysis.%20The%20dilation%20process%20experienced%20by%20the%20fracture%20during%20grout%20injection%20clearly%20illustrates%20the%20necessity%20of%20considering%20the%20HM%20coupling%20effect.%20The%20effect%20of%20the%20in-situ%20stress%20conditions%20on%20the%20anisotropic%20grout%20penetration%20is%20properly%20modelled%20with%20the%20Y-grouting%20that%2C%20together%20with%20the%20stress%20interaction%20between%20neighbor%20fractures%2C%20explains%20why%20finer%20fractures%20are%20more%20difficult%20to%20be%20grouted%20and%20whether%20increasing%20the%20grouting%20pressure%20could%20be%20an%20effective%20way%20to%20improve%20the%20penetration%20in%20fine%20fractures.%20Ultimately%2C%20the%20results%20demonstrate%20importance%20of%20considering%20the%20HM%20coupling%20when%20simulating%20grouting%20and%20assessing%20the%20grouting%20efficiency.%22%2C%22date%22%3A%222019-12-01%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.ijrmms.2019.104138%22%2C%22ISSN%22%3A%2213651609%22%2C%22url%22%3A%22http%3A%5C%2F%5C%2Fwww.sciencedirect.com%5C%2Fscience%5C%2Farticle%5C%2Fpii%5C%2FS1365160919301686%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A26Z%22%7D%7D%2C%7B%22key%22%3A%22PV2ZA2C2%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Sun%20et%20al.%22%2C%22parsedDate%22%3A%222019-10-11%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%3ESun%2C%20L.%3C%5C%2Fstrong%3E%2C%20Grasselli%2C%20G.%2C%20Liu%2C%20Q.%2C%20%26amp%3B%20Tang%2C%20X.%20%282019%29.%20Thermal%20cracking%20simulation%20of%20functionally%20graded%20materials%20using%20the%20combined%20finite%26%23x2013%3Bdiscrete%20element%20method.%20%3Ci%3EComputational%20Particle%20Mechanics%3C%5C%2Fi%3E%2C%20%3Ci%3E7%3C%5C%2Fi%3E%285%29%2C%20903%26%23x2013%3B917.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Thermal%20cracking%20simulation%20of%20functionally%20graded%20materials%20using%20the%20combined%20finite%5Cu2013discrete%20element%20method%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Lei%22%2C%22lastName%22%3A%22Sun%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%22Quansheng%22%2C%22lastName%22%3A%22Liu%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Xuhai%22%2C%22lastName%22%3A%22Tang%22%7D%5D%2C%22abstractNote%22%3A%22The%20functionally%20graded%20materials%20%28FGMs%29%2C%20characterized%20by%20spatially%20varying%20material%20properties%2C%20have%20been%20used%20in%20a%20wide%20range%20of%20engineering%20applications%20%28i.e.%2C%20aerospace%2C%20nuclear%20reactor%20and%20microelectronics%29%20in%20high%20temperature%20and%20high-temperature%20gradient%20environments.%20The%20prediction%20of%20crack%20behavior%20under%20severe%20temperature%20conditions%20is%20essential%20for%20the%20safety%20and%20long-term%20service%20life%20of%20such%20critical%20components.%20In%20this%20paper%2C%20a%20novel%20thermal%5Cu2013mechanical%20coupling%20model%20for%20FGMs%20is%20proposed%2C%20which%20consists%20of%20a%20thermal%20part%20for%20the%20temperature%20field%20computation%20and%20the%20combined%20finite%5Cu2013discrete%20element%20method%20part%20for%20the%20crack%20evolution%20modeling.%20The%20spatially%20dependent%20material%20characteristics%20of%20the%20FGMs%20are%20captured%20in%20this%20model%2C%20together%20with%20typical%20property%20variation%20functions%20%28quadratic%2C%20exponential%20and%20trigonometric%29.%20The%20accuracy%20and%20robustness%20of%20the%20proposed%20coupled%20TM%20model%20are%20validated%20by%20numerical%20tests.%20Then%2C%20this%20model%20is%20applied%20to%20investigate%20the%20thermal%20cracking%20process%20in%20FGMs%20under%20different%20kinds%20of%20thermal%20loads.%20The%20influence%20of%20the%20crack%20interaction%20on%20crack%20growth%20pattern%20is%20also%20discussed.%20The%20results%20show%20that%20the%20proposed%20method%20is%20useful%20to%20the%20fracture%20mechanics%20analysis%20and%20design%20of%20the%20FGMs%20structures.%22%2C%22date%22%3A%222019%20October%2011%22%2C%22language%22%3A%22%22%2C%22DOI%22%3A%2210.1007%5C%2Fs40571-019-00290-9%22%2C%22ISSN%22%3A%222196-4378%202196-4386%22%2C%22url%22%3A%22%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A25Z%22%7D%7D%5D%7D
Sun, L., Tang, X., Aboayanah, K. R., Xu, X., Liu, Q., & Grasselli, G. (2024). Coupled hydro-mechanical two-phase flow model in fractured porous medium with the combined finite-discrete element method. Engineering with Computers.
Aboayanah, K. R., Sun, L., & Grasselli, G. (2023). Investigating Thermal Gradient Cracking and Fracture Process Zone Development in Granitic Rocks. International Geomechanics Symposium (p. 7). Presented at the International Geomechanics Symposium, Al Khobar, Saudi Arabia.
Sun, L., Tang, X., Abdelaziz, A., Liu, Q., & Grasselli, G. (2023). Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method. Acta Geotechnica.
Sun, L., Tang, X., Aboayanah, K. R., Zhao, Q., Liu, Q., & Grasselli, G. (2023). A coupled cryogenic thermo-hydro-mechanical model for frozen medium: Theory and implementation in FDEM. Journal of Rock Mechanics and Geotechnical Engineering.
Sun, L., Li, M., Abdelaziz, A., Tang, X., Liu, Q., & Grasselli, G. (2023). An efficient 3D cell-based discrete fracture-matrix flow model for digitally captured fracture networks. International Journal of Coal Science & Technology, 10(1), 70.
Sun, L., Tang, X., Li, M., Abdelaziz, A., Aboayanah, K., Liu, Q., & Grasselli, G. (2023). Flow simulation in 3D fractured porous medium using a generalized pipe-based cell-centered finite volume model with local grid refinement. Geomechanics for Energy and the Environment, 36.
Abdelaziz, A., Ha, J., Li, M., Magsipoc, E., Sun, L., & Grasselli, G. (2023). Understanding hydraulic fracture mechanisms: From the laboratory to numerical modelling. Advances in Geo-Energy Research, 7(1), 66–68.
Li, M., Magsipoc, E., Sun, L., Peterson, K., & Grasselli, G. (2022). High-resolution Mapping and Characterization of Shale Fractures Hydraulically Induced in the Laboratory.
Shao, Z., Sun, L., Aboayanah, K. R., Liu, Q., & Grasselli, G. (2022). Investigate the Mode I Fracture Characteristics of Granite After Heating/-LN2 Cooling Treatments. Rock Mechanics and Rock Engineering.
Sun, L., Liu, Q., Abdelaziz, A., Tang, X., & Grasselli, G. (2022). Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method. Computers and Geotechnics, 141, 104557.
Sun, L., Grasselli, G., Liu, Q., Tang, X., & Abdelaziz, A. (2022). The role of discontinuities in rock slope stability: Insights from a combined finite-discrete element simulation. Computers and Geotechnics, 147, 104788.
Aboayanah, K. R., Popoola, A., Abdelaziz, A., Sun, L., Ossetchkina, E., Peterson, K., & Grasselli, G. (2022). Effect of pre-existing cracks on thermal cracking of granitic rocks under confinement. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 8(4).
Sun, L., Liu, Q., Tao, S., & Grasselli, G. (2022). A novel low-temperature thermo-mechanical coupling model for frost cracking simulation using the finite-discrete element method. Computers and Geotechnics, 152.
Aboayanah, K. R., Popoola, A., Sun, L., Peterson, K., & Grasselli, G. (2021). Grain-Based Finite-Discrete Element Modeling of Thermal Cracking in Stanstead Granite (p. 7). Presented at the ARMA/DGS/SEG 2nd International Geomechanics Symposium, ARMA: American Rock Mechanics Association.
Sun, L., Liu, Q., Grasselli, G., & Tang, X. (2020). Simulation of thermal cracking in anisotropic shale formations using the combined finite-discrete element method. Computers and Geotechnics, 117, 103237.
Sun, L., Grasselli, G., Liu, Q., & Tang, X. (2019). Coupled hydro-mechanical analysis for grout penetration in fractured rocks using the finite-discrete element method. International Journal of Rock Mechanics and Mining Sciences, 124, 104138.
Sun, L., Grasselli, G., Liu, Q., & Tang, X. (2019). Thermal cracking simulation of functionally graded materials using the combined finite–discrete element method. Computational Particle Mechanics, 7(5), 903–917.