Study on the Long-term Settlement of Subway Tunnel in Soft Soil Area

被引:18
|
作者
Tan, Jun [1 ]
Cui, Zhen-Dong [1 ]
Yuan, Li [1 ]
机构
[1] China Univ Min & Technol, Sch Mech & Civil Engn, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
monitoring data; long-term settlement; theoretical analysis; numerical simulation; subway tunnel; GROUND MOVEMENTS; SHIELD TUNNEL; DEFORMATIONS; CONSTRUCTION; INSTABILITY; ENVIRONMENT; CENTRIFUGE; SHANGHAI; MODEL;
D O I
10.1080/1064119X.2015.1030806
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The long-term settlement of a subway tunnel, especially the differential settlement affects the safe operation of the subway. In this article, the settlement of a subway tunnel was studied from the theoretical and numerical analyses based on the monitoring data. According to the monitoring data, the deformation of segments at different locations is different, and the deformation around a channel is larger than other places. The settlements of tunnel calculated by two theoretical methods are consistent with that obtained in the centrifuge model test. The numerical simulation indicates that the vertical displacement is much bigger than the horizontal displacement.
引用
收藏
页码:486 / 492
页数:7
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