江西建材Issue(6)：171-173,3.
浅埋偏压隧道围岩稳定性分析方法的研究与展望
Research and Prospect of Surrounding Rock Stability Analysis Method of Shallow Buried Biased Pressure Tunnel
魏雯 1温鹏铭 1张健1
作者信息
- 1. 福州大学土木工程学院,福建 福州 350108
- 折叠
摘要
Abstract
In recent years,rapid development of highways and railways has been witnessed in China.When passing through mountainous are-as,shallow-buried and biased-pressure tunnels are prone to form,leading to complex stress characteristics of surrounding rocks and the occur-rence of rock collapse at the tunnel entrance.In response to the stability issues of surrounding rocks in shallow-buried and biased-pressure tunnels,this paper summarizes commonly used theoretical analysis and standard calculation methods.It discusses the importance of calculating surrounding rock pressure and analyzing failure modes,as well as provides a further outlook on future research directions.关键词
浅埋/偏压/隧道围岩/稳定性Key words
Shallow-buried/Bias/Tunnel surrounding rock/Stability分类
交通工程引用本文复制引用
魏雯,温鹏铭,张健..浅埋偏压隧道围岩稳定性分析方法的研究与展望[J].江西建材,2024,(6):171-173,3.
