摘要
从隧洞围岩的岩石强度、岩体完整程度、结构面状态、地下水状态、主要结构面产状等五个因素入手,研究围岩的稳定性,提出不同围岩类别的处理形式,特别是在灰岩地区隧洞中的Ⅱ、Ⅲ类围岩,采用喷混凝土处理,既节省工程投资,又加快了工程进度,对类似工程有借鉴作用。
Stability of tunnel surrounding rock is researched from five factors in this paper,such as rock strength,degree of rock integrity,the state of structural surfaces,the state of groundwater,occurrence of the main structural surfaces.And the handle mode on different classification surrounding rock is put forward,specifically,Ⅱ and Ⅲ level tunnel surrounding rock in limestone area is treated with shotcrete construction,not only the engineering investment is cut down,but also the project progress is speeded up.It's of reference for the similar projects.
出处
《资源环境与工程》
2012年第5期476-479,共4页
Resources Environment & Engineering
关键词
围岩
节理面
地下水
灰岩
surrounding rock
joint surface
groundwater
limestone