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高应力软岩巷道围岩变形破坏研究
引用本文:刘高,聂德新,韩文峰.高应力软岩巷道围岩变形破坏研究[J].岩石力学与工程学报,2000,19(6):726-726.
作者姓名:刘高  聂德新  韩文峰
作者单位:1. 成都理工大学成都 610059;兰州大学资源环境学院兰州 730000
2. 成都理工大学成都 610059
3. 兰州大学资源环境学院兰州 730000
基金项目:国家自然科学基金资助项目(49672166).
摘    要: 以某有色金属矿山巷道为例, 给出了高应力软岩的定义, 论述了高应力软岩的特征、形成条件以及高应力软岩巷道围岩的变形破坏特征和类型, 分析了巷道开挖前后地应力状态的变化及其对围岩变形破坏的影响, 并从岩体和工程岩体围压状态变化和强度变化角度探讨高应力软岩围岩的变形破坏机理。

关 键 词:高应力软岩  巷道围岩  变形破坏机制  工程岩体
文章编号:1000-6915(2000)06-0726-05
收稿时间:2000-7-6
修稿时间:2000年7月6日

DEFORMATION AND FAILURE OF SURROUNDING ROCKS OF ROADWAY IN HIGH STRESSED SOFT ROCKS
Liu Gao ,Nie Dexin ,Han Wenfeng.DEFORMATION AND FAILURE OF SURROUNDING ROCKS OF ROADWAY IN HIGH STRESSED SOFT ROCKS[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(6):726-726.
Authors:Liu Gao    Nie Dexin  Han Wenfeng
Affiliation:Liu Gao 1,2,Nie Dexin 1,Han Wenfeng 2
Abstract:The high stressed soft rock is defined. Take the roadways of a certain famous nonferrous metal mine field as an example, the characteristics and the formation conditions of high stressed soft rock, the features and the types of deformation and failure of surrounding rocks formed by the high stressed soft rock are discussed. The changes of rock stress before and after excavation of tunnels and their effects on deformation and failure of surrounding rocks are analysed. Based on the alteration of surrounding pressure and the strength of engineering rock mass, the mechanism of deformation and failure of surrounding rocks of roadways constructed in the high stressed soft rock is studied.
Keywords:high stressed soft rock  surrounding rock of mine roadway  mechanism of deformation and failure  engineering rock mass
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