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Liu, Pan, Chen, Lujie, Huawei, Chen, Jiang, Chong (2021) A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction. Computers and Geotechnics, 135. 104180pp. doi:10.1016/j.compgeo.2021.104180

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Reference TypeJournal (article/letter/editorial)
TitleA method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction
JournalComputers and Geotechnics
AuthorsLiu, PanAuthor
Chen, LujieAuthor
Huawei, ChenAuthor
Jiang, ChongAuthor
Year2021 (July)Volume135
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104180Search in ResearchGate
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Mindat Ref. ID13019689Long-form Identifiermindat:1:5:13019689:9
GUID0
Full ReferenceLiu, Pan, Chen, Lujie, Huawei, Chen, Jiang, Chong (2021) A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction. Computers and Geotechnics, 135. 104180pp. doi:10.1016/j.compgeo.2021.104180
Plain TextLiu, Pan, Chen, Lujie, Huawei, Chen, Jiang, Chong (2021) A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction. Computers and Geotechnics, 135. 104180pp. doi:10.1016/j.compgeo.2021.104180
In(2021) Computers and Geotechnics Vol. 135. Elsevier BV

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Sun, Bowen, Jiang, Chong, Pang, Li, Liu, Pan, Li, Xintai (2022) Effect of the pile diameter and slope on the undrained lateral response of the Large–Diameter pile. Computers and Geotechnics, 152. 104981 doi:10.1016/j.compgeo.2022.104981
Liu, Pan, Jiang, Chong, Lin, Mingke, Chen, Lujie, He, Jiali (2020) Nonlinear analysis of laterally loaded rigid piles at the crest of clay slopes. Computers and Geotechnics, 126. 103715pp. doi:10.1016/j.compgeo.2020.103715
Tong, Dagui, Liao, Chencong, Chen, Jinjian (2019) Wave-monopile-seabed interaction considering nonlinear pile-soil contact. Computers and Geotechnics, 113. 103076 doi:10.1016/j.compgeo.2019.04.021
Chen, Lujie, Pang, Li, Jiang, Chong, Zhang, Chaoyang (2022) Analysis method for bearing capacity of laterally loaded rigid piles on slopes using improved failure wedge model. Computers and Geotechnics, 145. 104700pp. doi:10.1016/j.compgeo.2022.104700
Pang, Li, Jiang, Chong, Ding, Xin, Chen, Huawei, Deng, Liang (2021) A parameter calibration method in two-surface elastoplastic model for sand-structure interface under monotonic shear loading. Computers and Geotechnics, 134. 104115pp. doi:10.1016/j.compgeo.2021.104115
Li, Hongjiang, Liu, Songyu, Yan, Xin, Gu, Wenbo, Tong, Liyuan (2021) Effect of loading sequence on lateral soil-pile interaction due to excavation. Computers and Geotechnics, 134. 104134pp. doi:10.1016/j.compgeo.2021.104134
Qin, Wei, Ye, Chen, Gao, Jiayu, Dai, Guoliang, Wang, Dong, Dong, Youkou (2025) Pore water pressure of clay soil around large-diameter open-ended thin-walled pile (LOTP) during impact penetration. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2025.107065
Zhang, Xiuyang, Zou, Degao, Liu, Jingmao, Chen, Kai, Li, Xin, Wang, Tianju (2024) A developed soil reaction model for large- diameter monopiles in sand based on hyperbolic curves. Computers and Geotechnics, 172. 106468 doi:10.1016/j.compgeo.2024.106468
Georgiadis, K. (2014) Variation of limiting lateral soil pressure with depth for pile rows in clay. Computers and Geotechnics, 62. 164-174 doi:10.1016/j.compgeo.2014.07.011
Liu, Pan, Jiang, Chong (2023) A new p – y curve criterion for piles in proximity to undrained clay slopes. Computers and Geotechnics, 164. 105801 doi:10.1016/j.compgeo.2023.105801
 
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