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Prediction Method of Horizontal Displacement of Pile Foundation Induced by Shield Tunneling Considering Lateral Soil Action
Prediction Method of Horizontal Displacement of Pile Foundation Induced by Shield Tunneling Considering Lateral Soil Action
- Railway Standard Design Vol. 70, Issue 10, Pages: 159-167(2026)
DOI： 10.13238/j.issn.1004-2954.202412120006
Revised：2025-02-25
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Related Author
CAO Xueliang
LIU Weiqing
XIE Yalong
NIE Xianhui
ZHENG Hebin
YI Miying
HU Qijun
LI Pengfei
Related Institution
School of Management, Shijiazhuang Tiedao University
Institute of Computing Technology, China Academy of Railway Sciences Co., Ltd.
Beijing Jingwei Information Technology Co., Ltd.
School of Civil Engineering and Geomatics, Southwest Petroleum University
Sichuan Engineering Technology Research Center of Engineering Safety and Intelligent Monitoring, Southwest Petroleum University
