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Shen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe (2021) Two-dimensional plane strain consolidation for unsaturated soils with a strip-shaped distributed permeable boundary. Computers and Geotechnics, 137. 104273pp. doi:10.1016/j.compgeo.2021.104273

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Reference TypeJournal (article/letter/editorial)
TitleTwo-dimensional plane strain consolidation for unsaturated soils with a strip-shaped distributed permeable boundary
JournalComputers and Geotechnics
AuthorsShen, SidongAuthor
Wang, LeiAuthor
Zhou, AnnanAuthor
Xu, YongfuAuthor
Xia, XiaoheAuthor
Year2021 (September)Volume137
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104273Search in ResearchGate
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Mindat Ref. ID13019596Long-form Identifiermindat:1:5:13019596:0
GUID0
Full ReferenceShen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe (2021) Two-dimensional plane strain consolidation for unsaturated soils with a strip-shaped distributed permeable boundary. Computers and Geotechnics, 137. 104273pp. doi:10.1016/j.compgeo.2021.104273
Plain TextShen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe (2021) Two-dimensional plane strain consolidation for unsaturated soils with a strip-shaped distributed permeable boundary. Computers and Geotechnics, 137. 104273pp. doi:10.1016/j.compgeo.2021.104273
In(2021) Computers and Geotechnics Vol. 137. Elsevier BV

See Also

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Wang, Lei, Xu, Yongfu, Xia, Xiaohe, Zhou, Annan (2020) Semi-analytical solutions to the two-dimensional plane strain consolidation for unsaturated soil with the lateral semi-permeable drainage boundary under time-dependent loading. Computers and Geotechnics, 124. 103562pp. doi:10.1016/j.compgeo.2020.103562
Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe (2020) Consolidation of unsaturated composite ground reinforced by permeable columns. Computers and Geotechnics, 125. 103706pp. doi:10.1016/j.compgeo.2020.103706
Wang, Lei, Xu, Yongfu, Xia, Xiaohe, Sun, De'an (2018) Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soil. Computers and Geotechnics, 101. 100-113 doi:10.1016/j.compgeo.2018.04.015
Wang, Lei, Xu, Yongfu, Xia, Xiaohe, He, Yuelei, Li, Tianyi (2019) Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soils under time-dependent loading. Computers and Geotechnics, 109. 144-165 doi:10.1016/j.compgeo.2019.01.002
Shen, Sidong, Wang, Lei, Zhou, Annan, Xu, Yongfu, Xia, Xiaohe (2022) One-Dimensional Consolidation for Unsaturated Soils under Depth-Dependent Stress Induced by Multistage Load. International Journal of Geomechanics, 22 (9) doi:10.1061/(asce)gm.1943-5622.0002457
Wang, Lei, Sun, De'an, Li, Linzhong, Li, Peichao, Xu, Yongfu (2017) Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with symmetric semi-permeable drainage boundary. Computers and Geotechnics, 89. 71-80 doi:10.1016/j.compgeo.2017.04.005
Wang, Lei, Shen, Sidong, Li, Tianyi, Wen, Minjie, Zhou, Annan (2023) Two-dimensional plane strain consolidation of unsaturated soils considering the depth-dependent stress. Journal of Rock Mechanics and Geotechnical Engineering, 15 (6) 1603-1614 doi:10.1016/j.jrmge.2022.08.011
Wang, Lei, Xu, Yongfu, Xia, Xiaohe, He, Yuelei (2019) Semi‐analytical solutions of two‐dimensional plane strain consolidation in unsaturated soils subjected to the lateral semipermeable drainage boundary. International Journal for Numerical and Analytical Methods in Geomechanics, 43. 2628-2651 doi:10.1002/nag.2986
Zhou, Tong, Yan, Xilin, Wang, Lei, Zhou, Annan, Sun, De'an (2024) Semi-analytical solution for one-dimensional consolidation of a two-layered unsaturated-saturated soil system ground with a horizontal drainage layer. Computers and Geotechnics, 169. 106196 doi:10.1016/j.compgeo.2024.106196
Huang, Ming-hua, Zhao, Ming-hua (2021) Semi-analytical solutions for two-dimensional plane strain consolidation of layered unsaturated soil. Computers and Geotechnics, 129. 103886pp. doi:10.1016/j.compgeo.2020.103886
Yu, Xiaoxue, Wang, Lei, Xu, Yongfu, Huang, Jinkun, Zhang, Hongri (2024) Consolidation of unsaturated composite foundation reinforced by T-shaped deep cement mixing piles. Computers and Geotechnics, 175. doi:10.1016/j.compgeo.2024.106656
 
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