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Numerical analysis and field monitoring tests on shallow tunnels under weak surrounding rock

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成果类型:
期刊论文
作者:
Liu Jian-hua*;Liu Xiao-ming;Zhang Yong-jie;Xiao Ting
通讯作者:
Liu Jian-hua
作者机构:
[Liu Jian-hua; Xiao Ting] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410004, Hunan, Peoples R China.
[Liu Xiao-ming] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China.
[Zhang Yong-jie] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410004, Hunan, Peoples R China.
通讯机构:
[Liu Jian-hua] C
Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
tunnel engineering;shallow tunnel;weak surrounding rock;numerical analysis;field monitoring tests
关键词(中文):
浅埋隧道;软弱围岩;数值分析;监测试验;超前支护;施工过程;应力曲线;地表沉降量
期刊:
中南大学学报(英文版)
ISSN:
2095-2899
年:
2015
卷:
22
期:
10
页码:
4056-4063
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51408060, 51208063]
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
摘要:
The Jianpudong No. 4 tunnel is a shallow tunnel, which belongs to Shaoshan County scenic highway in Hunan province, China and whose surrounding rock is weak. According to its characteristics, the field monitoring tests and numerical analysis were done. The mechanical characteristics of shallow tunnels under weak surrounding rock and the stress—strain rule of surrounding rock and support were analyzed. The numerical analysis results show that the settlement caused by upper bench excavating accounts for 44% of the total settlement, and the settl...

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