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Tan, Mengxi, Vanapalli, Sai K. (2023) “Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”. Computers and Geotechnics, 157. 105315 doi:10.1016/j.compgeo.2023.105315

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Reference TypeJournal (article/letter/editorial)
Title“Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”
JournalComputers and Geotechnics
AuthorsTan, MengxiAuthor
Vanapalli, Sai K.Author
Year2023 (May)Volume157
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2023.105315Search in ResearchGate
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Mindat Ref. ID15718312Long-form Identifiermindat:1:5:15718312:4
GUID0
Full ReferenceTan, Mengxi, Vanapalli, Sai K. (2023) “Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”. Computers and Geotechnics, 157. 105315 doi:10.1016/j.compgeo.2023.105315
Plain TextTan, Mengxi, Vanapalli, Sai K. (2023) “Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”. Computers and Geotechnics, 157. 105315 doi:10.1016/j.compgeo.2023.105315
In(2023) Computers and Geotechnics Vol. 157. Elsevier BV

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Tan, Mengxi, Vanapalli, Sai K. (2025) Numerical Studies of Foundation Behavior Subjected to Combined Loading Considering Hydrostatic and Transient Flow Conditions in Unsaturated Soils. International Journal of Geomechanics, 25 (1). doi:10.1061/ijgnai.gmeng-10313
Tan, Mengxi, Vanapalli, Sai K. (2022) Foundation bearing capacity estimation on unsaturated soil slope under transient flow condition using slip line method. Computers and Geotechnics, 148. 104804 doi:10.1016/j.compgeo.2022.104804
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Li, Yao; Vanapalli, Sai K. (2025) An extended yield surface model for predicting the elastoplastic behaviours of unsaturated soils. Computers and Geotechnics, 187. doi:10.1016/j.compgeo.2025.107512
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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
Liu, Yunlong, Vanapalli, Sai K. (2019) Load displacement analysis of a single pile in an unsaturated expansive soil. Computers and Geotechnics, 106. 83-98 doi:10.1016/j.compgeo.2018.10.007
Pham, Quang N., Ohtsuka, Satoru, Isobe, Koichi, Pham, Vinh N., Hoang, Hoa P. (2023) Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading. Computers and Geotechnics, 162. 105652 doi:10.1016/j.compgeo.2023.105652
Zhou, Jianfeng, Qin, Changbing (2022) Stability analysis of unsaturated soil slopes under reservoir drawdown and rainfall conditions: steady and transient state analysis. Computers and Geotechnics, 142. 104541pp. doi:10.1016/j.compgeo.2021.104541
Li, T.Z., Dias, D., Li, Z.W. (2020) Failure potential of a circular tunnel face under steady-state unsaturated flow condition. Computers and Geotechnics, 117. 103231 doi:10.1016/j.compgeo.2019.103231
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