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Fan, Zexu; Yuan, Yong; Cudmani, Roberto; Chrisopoulos, Stylianos (2025) Stabilized reduced-integration u-w coupled element for 3D dynamic modelling of saturated soils. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107258

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Reference TypeJournal (article/letter/editorial)
TitleStabilized reduced-integration u-w coupled element for 3D dynamic modelling of saturated soils
JournalComputers and Geotechnics
AuthorsFan, ZexuAuthor
Yuan, YongAuthor
Cudmani, RobertoAuthor
Chrisopoulos, StylianosAuthor
Year2025 (August)Volume184
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2025.107258Search in ResearchGate
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Mindat Ref. ID18366968Long-form Identifiermindat:1:5:18366968:5
GUID0
Full ReferenceFan, Zexu; Yuan, Yong; Cudmani, Roberto; Chrisopoulos, Stylianos (2025) Stabilized reduced-integration u-w coupled element for 3D dynamic modelling of saturated soils. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107258
Plain TextFan, Zexu; Yuan, Yong; Cudmani, Roberto; Chrisopoulos, Stylianos (2025) Stabilized reduced-integration u-w coupled element for 3D dynamic modelling of saturated soils. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107258
In(2025) Computers and Geotechnics Vol. 184. Elsevier BV

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See Also

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Fan, Zexu, Yuan, Yong, Yang, Yusheng (2024) A stabilized single-point u-w element for dynamic analysis of saturated porous media. Computers and Geotechnics, 172. 106439 doi:10.1016/j.compgeo.2024.106439
Hao, Qingshuo, Yu, Jialin, Wang, Xiangnan, Yu, Yuzhen, Zhang, Bingyin (2023) Stabilized low-order finite-element formulation for static and dynamic simulation of saturated soils based on a hybrid integration scheme. Computers and Geotechnics, 161. 105596 doi:10.1016/j.compgeo.2023.105596
Yuan, Yong, Fan, Zexu, Liu, Fang, Yang, Yusheng (2023) A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves. Computers and Geotechnics, 162. Elsevier BV. 105658 doi:10.1016/j.compgeo.2023.105658
McGann, Christopher R., Arduino, Pedro, Mackenzie-Helnwein, Peter (2015) A stabilized single-point finite element formulation for three-dimensional dynamic analysis of saturated soils. Computers and Geotechnics, 66. 126-141 doi:10.1016/j.compgeo.2015.01.002
Schindler, Ulrich, Chrisopoulos, Stylianos, Cudmani, Roberto (2023) Artificial ground freezing applications using an advanced elastic-viscoplastic model for frozen granular soils. Cold Regions Science and Technology, 215. Elsevier BV. 103964 doi:10.1016/j.coldregions.2023.103964
Wang, Liang, Zhang, Xue, Geng, Xueyu, Lei, Qinghua (2023) Nodal integration-based particle finite element method (N-PFEM) for poro-elastoplastic modelling of saturated soils under large deformation. Computers and Geotechnics, 161. 105567 doi:10.1016/j.compgeo.2023.105567
Wang, Liang; Xue, Qiang; Wan, Yong; Meng, Jingjing; Sun, Xiang; Zhao, Tao; Wei, Houzhen; Zhang, Xue (2025) An implicit nodal integration-based three-dimensional particle finite element model for simulating dynamic saturated porous media. Computers and Geotechnics, 186. doi:10.1016/j.compgeo.2025.107372
Liang, Jianwen, Zhang, Gaole, Ba, Zhenning, Liang, Jiali (2021) Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations. Computers and Geotechnics, 139. 104377pp. doi:10.1016/j.compgeo.2021.104377
Yuan, Shuai, Zhong, Hongzhi (2016) A weak form quadrature element formulation for coupled analysis of unsaturated soils. Computers and Geotechnics, 76. 1-11 doi:10.1016/j.compgeo.2016.02.006
Ji, Wenjun; Hao, Qingshuo; Song, Chongmin; Liu, Qianhui; Yu, Yuzhen (2025) A stabilized equal-order linear polygonal and polyhedral scaled boundary finite element formulation for Biot’s consolidation problems in saturated soils. Computers and Geotechnics, 187. doi:10.1016/j.compgeo.2025.107487
Schindler, Ulrich, Cudmani, Roberto, Chrisopoulos, Stylianos, Schünemann, Andreas (2024) Multi-stage creep behavior of frozen granular soils: experimental evidence and constitutive modeling. Canadian Geotechnical Journal, 61 (1) 118-133 doi:10.1139/cgj-2022-0637
 
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