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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

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Reference TypeJournal (article/letter/editorial)
TitleEffect of loading sequence on lateral soil-pile interaction due to excavation
JournalComputers and Geotechnics
AuthorsLi, HongjiangAuthor
Liu, SongyuAuthor
Yan, XinAuthor
Gu, WenboAuthor
Tong, LiyuanAuthor
Year2021 (June)Volume134
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104134Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID13019743Long-form Identifiermindat:1:5:13019743:8
GUID0
Full ReferenceLi, 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
Plain TextLi, 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
In(2021) Computers and Geotechnics Vol. 134. Elsevier BV

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Li, Hongjiang, Tong, Liyuan, Liu, Songyu (2018) Effect of excavation unloading on p-y curves for laterally loaded piles. Computers and Geotechnics, 104. 131-139 doi:10.1016/j.compgeo.2018.08.004
Liu, Songyu, Li, Hongjiang, Tong, Liyuan (2021) Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation. Acta Geotechnica, 16 (6) 1895-1907 doi:10.1007/s11440-020-01024-5
Liu, Wenyuan, Tong, Liyuan, Li, Hongjiang, Wang, Zhenning, Sun, Yinjuan, Gu, Wenbo (2024) Multi-parameter intelligent inverse analysis of a deep excavation considering path-dependent behavior of soils. Computers and Geotechnics, 174. 106597 doi:10.1016/j.compgeo.2024.106597
Gu, Wenbo, Tong, Liyuan, Liu, Wenyuan, Yan, Xin, Li, Hongjiang (2024) Prediction of tunnel localized water leakage influences on adjacent lateral pile responses in saturated clay. Acta Geotechnica, 19 (9). doi:10.1007/s11440-024-02274-3
Tong, Liyuan, Li, Hongjiang, Ha, Si, Liu, Songyu (2022) Lateral bearing performance and mechanism of piles in the transition zone due to pit-in-pit excavation. Acta Geotechnica, 17 (5) 1935-1948 doi:10.1007/s11440-021-01341-3
Li, Hongjiang, Liu, Songyu, Tong, Liyuan (2019) Evaluation of lateral response of single piles to adjacent excavation using data from cone penetration tests. Canadian Geotechnical Journal, 56 (2). 236-248 doi:10.1139/cgj-2018-0131
Chen, Lujie, Jiang, Chong, Pang, Li, Liu, Pan (2021) Lateral soil resistance of rigid pile in cohesionless soil on slope. Computers and Geotechnics, 135. 104163pp. doi:10.1016/j.compgeo.2021.104163
Zhang, Chaozhe, Liu, Songyu, Zhang, Dingwen, Wang, Zhen, Li, Hongjiang, Zhang, Guokai (2025) Analytical and numerical investigation of soil arching effect of the composite foundation reinforced by penetrated PCCSs and partially penetrated DM columns under embankment loading. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2025.107063
Li, Hongjiang, Liu, Songyu, Tong, Liyuan, Xu, Xiangchun (2018) Investigating the resonance compaction effect on laterally loaded piles in layered soil. Engineering Geology, 246. 1-11 doi:10.1016/j.enggeo.2018.09.019
Liu, Xiang, Jiang, Annan, Hai, Lu, Wan, Yousheng, Li, Jianye (2021) Study on soil gap formation beneath existing underground structures due to new excavation below. Computers and Geotechnics, 139. 104379pp. doi:10.1016/j.compgeo.2021.104379
Liu, Xin, El Naggar, M. Hesham, Wang, Kuihua, Tu, Yuan, Qiu, Xinchen (2021) Simplified model of defective pile-soil interaction considering three-dimensional effect and application to integrity testing. Computers and Geotechnics, 132. 103986pp. doi:10.1016/j.compgeo.2020.103986
 
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