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Lin, Congyu, Liu, Qijian, Deng, Tao, Yue, Cheng, Cui, Penglu (2023) Prediction of single pile response to lateral soil movement in model test. Computers and Geotechnics, 161. 105608 doi:10.1016/j.compgeo.2023.105608

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Reference TypeJournal (article/letter/editorial)
TitlePrediction of single pile response to lateral soil movement in model test
JournalComputers and Geotechnics
AuthorsLin, CongyuAuthor
Liu, QijianAuthor
Deng, TaoAuthor
Yue, ChengAuthor
Cui, PengluAuthor
Year2023 (September)Volume161
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2023.105608Search in ResearchGate
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Mindat Ref. ID16508748Long-form Identifiermindat:1:5:16508748:3
GUID0
Full ReferenceLin, Congyu, Liu, Qijian, Deng, Tao, Yue, Cheng, Cui, Penglu (2023) Prediction of single pile response to lateral soil movement in model test. Computers and Geotechnics, 161. 105608 doi:10.1016/j.compgeo.2023.105608
Plain TextLin, Congyu, Liu, Qijian, Deng, Tao, Yue, Cheng, Cui, Penglu (2023) Prediction of single pile response to lateral soil movement in model test. Computers and Geotechnics, 161. 105608 doi:10.1016/j.compgeo.2023.105608
In(2023) Computers and Geotechnics Vol. 161. Elsevier BV

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Lin, Congyu, Liu, Qijian, Deng, Tao, Tao, Hongwen (2024) A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model. Computers and Geotechnics, 172. 106463 doi:10.1016/j.compgeo.2024.106463
Deng, Tao, Liu, Qijian, Lin, Congyu (2025) Analytical solution for vertical vibrations of single end-bearing SDCM piles in partially treated soil. Computers and Geotechnics, 179. doi:10.1016/j.compgeo.2024.107028
Lin, Congyu, Liu, Qijian, Deng, Tao, Liu, Tao (2024) Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves. Computers and Geotechnics, 166. 106006 doi:10.1016/j.compgeo.2023.106006
Jiang, Wenyu, Lin, Cheng (2022) Scour effects on lateral responses of pile groups in clays. Computers and Geotechnics, 149. 104851 doi:10.1016/j.compgeo.2022.104851
McCarron, W.O. (2015) Bounding surface model for soil resistance to planar cyclic lateral pile displacements. Computers and Geotechnics, 65. 285-290 doi:10.1016/j.compgeo.2015.01.006
Liu, Pan, Jiang, Chong, Sun, Maolin (2023) Analytical model for lateral response of piles considering inhomogeneous disturbance characteristics of homogeneous sand. Computers and Geotechnics, 161. 105593 doi:10.1016/j.compgeo.2023.105593
Wang, Anhui, Zhang, Dingwen, Deng, Yaguang (2018) Lateral response of single piles in cement-improved soil: numerical and theoretical investigation. Computers and Geotechnics, 102. 164-178 doi:10.1016/j.compgeo.2018.06.014
Sheil, Brian B., McCabe, Bryan A. (2017) Response to discussion: An analytical approach for the prediction of single pile and pile group behaviour in clay. Computers and Geotechnics, 86. 245 doi:10.1016/j.compgeo.2017.01.009
McCarron, W.O. (2016) Bounding surface model for soil resistance to cyclic lateral pile displacements with arbitrary direction. Computers and Geotechnics, 71. 47-55 doi:10.1016/j.compgeo.2015.08.004
Su, D., Li, J.H. (2013) Three-dimensional finite element study of a single pile response to multidirectional lateral loadings incorporating the simplified state-dependent dilatancy model. Computers and Geotechnics, 50. 129-142 doi:10.1016/j.compgeo.2013.01.007
Zhou, Peng, Zhou, Hang, Liu, Hanlong, Li, Xueyuan, Ding, Xuanming, Wang, Zengliang (2020) Analysis of lateral response of existing single pile caused by penetration of adjacent pile in undrained clay. Computers and Geotechnics, 126. 103736pp. doi:10.1016/j.compgeo.2020.103736
 
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