Prediction of ground settlements induced by twin shield tunnelling in rock and soil - A case study

被引：12
|
作者：
Wang, Xue-tao [1 ,2 ,3 ]
von Schmettow, Thomas [4 ]
Chen, Xiang-sheng [1 ,2 ,3 ]
Xia, Chang-qing [1 ,2 ,3 ]
机构：
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
[2] Shenzhen Univ, Underground Polis Acad, Shenzhen 518060, Peoples R China
[3] Shenzhen Univ, Key Lab Coastal Urban Resilient Infrastruct, MOE, Shenzhen 518060, Peoples R China
[4] Ed Zublin, Zentrale Tech, Tunnels Engn, D-70567 Stuttgart, Germany
来源：
UNDERGROUND SPACE | 2022年 / 7卷 / 04期
基金：
中国博士后科学基金; 中国国家自然科学基金;
关键词：
Shield tunneling; Greenfield settlement; Empirical method; Analytical method; FEM; FACE STABILITY;
D O I：
10.1016/j.undsp.2021.12.001
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Ground movements caused by the construction of tunnels and excavation are inevitable. Estimation of such movements is a very important for risk management in tunnel design. This paper presents a case study of ground settlements induced by twin shield tunnelling in Copenhagen using analytical and numerical methods and their predictions. The predictions are compared with the monitored settlements. The comparison shows that the predictions are sufficiently conservative.
引用
收藏
页码：623 / 635
页数：13
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