NUMERICAL ANALYSIS OF EXCAVATION METHOD FOR A SUBWAY UNDERMINE STATION PILOT TUNNEL IN BEIJING

被引：0

作者：

Xie, Jinshui ^{[1
]}

Bai, Mingzhou ^{[1
]}

Kuang, Xing ^{[1
]}

Du, Yanqing ^{[1
]}

机构：

[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China

来源：

NEW TECHNOLOGIES OF RAILWAY ENGINEERING | 2012年

关键词：

Beijing subway; undermine; construction method; numerical analysis;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Combined with the geological conditions and the project's features of Beijing subway station, in order to solve the selection problem of pilot tunnel's construction method in undermining the station, directing at the commonly used method-CD method, CRD method and double side wall pilot tunnel method, we can adopt FLAC3D numerical calculation method in controlling its surface deformation effect and supporting structure hand features to make analysis and prediction, then we can conclude the surface settlement's size and law and analyse the feasibility of these methods in this section and the differences of various method, make effective election of these methods by comparation.

引用

页码：607 / 614

页数：8

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