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Iranmanesh, Mohammad Ali, Pak, Ali, Samimi, Soodeh (2018) Non-isothermal simulation of the behavior of unsaturated soils using a novel EFG-based three dimensional model. Computers and Geotechnics, 99. 93-103 doi:10.1016/j.compgeo.2018.02.024

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Reference TypeJournal (article/letter/editorial)
TitleNon-isothermal simulation of the behavior of unsaturated soils using a novel EFG-based three dimensional model
JournalComputers and Geotechnics
AuthorsIranmanesh, Mohammad AliAuthor
Pak, AliAuthor
Samimi, SoodehAuthor
Year2018 (July)Volume99
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2018.02.024Search in ResearchGate
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Mindat Ref. ID1007313Long-form Identifiermindat:1:5:1007313:3
GUID0
Full ReferenceIranmanesh, Mohammad Ali, Pak, Ali, Samimi, Soodeh (2018) Non-isothermal simulation of the behavior of unsaturated soils using a novel EFG-based three dimensional model. Computers and Geotechnics, 99. 93-103 doi:10.1016/j.compgeo.2018.02.024
Plain TextIranmanesh, Mohammad Ali, Pak, Ali, Samimi, Soodeh (2018) Non-isothermal simulation of the behavior of unsaturated soils using a novel EFG-based three dimensional model. Computers and Geotechnics, 99. 93-103 doi:10.1016/j.compgeo.2018.02.024
In(2018) Computers and Geotechnics Vol. 99. Elsevier BV

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Samimi, Soodeh, Pak, Ali (2012) Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method. Computers and Geotechnics, 46. 75-83 doi:10.1016/j.compgeo.2012.06.004
Iranmanesh, Mohammad Ali, Pak, Ali (2018) Extrinsically enriched element free Galerkin method for heat and fluid flow in deformable porous media involving weak and strong discontinuities. Computers and Geotechnics, 103. 179-192 doi:10.1016/j.compgeo.2018.07.013
Iranmanesh, Mohammad Ali, Pak, Ali (2023) Three-dimensional numerical simulation of hydraulically driven cohesive fracture propagation in deformable reservoir rock using enriched EFG method. Computational Geosciences, 27 (2) 317-335 doi:10.1007/s10596-023-10198-2
Oliaei, Mohammad Norouz, Pak, Ali, Soga, Kenichi (2014) A coupled hydro-mechanical analysis for prediction of hydraulic fracture propagation in saturated porous media using EFG mesh-less method. Computers and Geotechnics, 55. 254-266 doi:10.1016/j.compgeo.2013.09.001
Rahmani, Amin, Pak, Ali (2012) Dynamic behavior of pile foundations under cyclic loading in liquefiable soils. Computers and Geotechnics, 40. 114-126 doi:10.1016/j.compgeo.2011.09.002
Ghassemi, Ali, Pak, Ali, Shahir, Hadi (2010) Numerical study of the coupled hydro-mechanical effects in dynamic compaction of saturated granular soils. Computers and Geotechnics, 37. 10-24 doi:10.1016/j.compgeo.2009.06.009
Wu, Xingyi, Vanapalli, Sai K. (2022) Three-dimensional modeling of the mechanical behavior of a single pile in unsaturated expansive soils during infiltration. Computers and Geotechnics, 145. 104696pp. doi:10.1016/j.compgeo.2022.104696
Ghorbani, Ali, Eslami, Amin (2021) Energy-based model for predicting liquefaction potential of sandy soils using evolutionary polynomial regression method. Computers and Geotechnics, 129. 103867pp. doi:10.1016/j.compgeo.2020.103867
Laloui, L., Cekerevac, C. (2008) Numerical simulation of the non-isothermal mechanical behaviour of soils. Computers and Geotechnics, 35. 729-745 doi:10.1016/j.compgeo.2007.11.007
Mohammad Hashem Bathayian, Seyed, Maleki, Mohammad (2023) Kinematic hardening based coupled elastoplastic–viscoplastic model for describing time-dependent behavior of soils subjected to non-monotonic loadings. Computers and Geotechnics, 161. 105602 doi:10.1016/j.compgeo.2023.105602
Tourei, Ahmad, Pak, Ali, Iranmanesh, Mohammadali, Naddafnia, Mohammadreza (2025) A hydromechanical EFG-based model for numerical simulation of land subsidence induced by groundwater extraction in anisotropic aquifers. Bulletin of Engineering Geology and the Environment, 84 (2). doi:10.1007/s10064-025-04118-0
 
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