Mechanical Analysis of Secondary Lining of High-Speed Railway Tunnel

被引：0
|
作者：
Ningning Zhang
Qian Fang
Yue Li
Dingli Zhang
机构：
[1] Beijing Jiaotong University,Key Laboratory for Urban Underground Engineering of the Education Ministry
[2] Universitat Politècnica de Catalunya,Dept.´Enginyeria del Terreny, Cartogràfica i Geofísica
[3] China Railway SIYUAN Survey and Design Group CO.,Urban and underground Engineering Institute
[4] LTD,undefined
来源：
KSCE Journal of Civil Engineering | 2018年 / 22卷
关键词：
high-speed railway tunnel; secondary lining; mechanical properties; coefficient of lateral pressure;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
To investigate the mechanical responses of secondary lining of high-speed railway tunnel, two numerical models for simulating Reinforced Concrete Secondary Lining (RCSL) and Plain Concrete Secondary Lining (PCSL) are built respectively based on the principle of soil-structure interaction. The simulations are performed under different values of coefficient of lateral pressure (λ). The numerical results indicate that the embedded reinforcement enhances the strength of secondary lining. The coefficient of lateral pressure has significant influence on the secondary lining strength.
引用
收藏
页码：2384 / 2389
页数：5
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