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Effects of shield tunnelling parameters on the long-term settlement of piled buildings in soft ground

Ruikun Wang Gang Zheng Huayang Lei Xuesong Cheng Eng-Choon Leong Yetao Ji

地下空间（英文）2026，Vol.27Issue(2)：24-44,21.

地下空间（英文）2026，Vol.27Issue(2)：24-44,21.DOI:10.1016/j.undsp.2025.10.003

Effects of shield tunnelling parameters on the long-term settlement of piled buildings in soft ground

Ruikun Wang ¹Gang Zheng ¹Huayang Lei ¹Xuesong Cheng ¹Eng-Choon Leong ²Yetao Ji³

作者信息

1. MOE Key Laboratory of Coast Civil Structure Safety,Tianjin University,Tianjin 300072,China||Department of Civil Engineering,Tianjin University,Tianjin 300072,China
2. School of Civil&Environmental Engineering,Nanyang Technological University,Singapore 639798,Singapore
3. China Railway Tunnel Group Road&Bridge Engineering Co.,Ltd.,Tianjin 300308,China
折叠

摘要

关键词

Long-term settlement behaviour/Tunnelling parameters/Load transfer mechanism/Piled building

Key words

Long-term settlement behaviour/Tunnelling parameters/Load transfer mechanism/Piled building

引用本文复制引用

Ruikun Wang,Gang Zheng,Huayang Lei,Xuesong Cheng,Eng-Choon Leong,Yetao Ji..Effects of shield tunnelling parameters on the long-term settlement of piled buildings in soft ground[J].地下空间（英文）,2026,27(2):24-44,21.

基金项目

The authors would like to acknowledge the financial support from the National Natural Science Foundation of China(Grant No.52178343),Science Fund for Distin-guished Young Scholars of Tianjin Municipality(Grant No.24JCJQJC00170),and the Innovative Research Group Project of the National Natural Science Foundation of China(Grant No.52421005). （Grant No.52178343）

地下空间（英文）

ISSN：2096-2754

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