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公路隧道裂隙化围岩失稳分析方法及应用
作者单位:湖南省张家界市龙阳公路建设公司,湖南大学土木学院
摘    要:根据岩体的力学介质分类和块体理论和赤平投影,结合工程实例,推导了滑动方向的计算公式,研究了裂隙化岩体地下隧道围岩的稳定性分析方法。利用该方法分析了梨子坪隧道k10 977段围岩的稳定性。

关 键 词:裂隙化岩体  隧道工程  围岩稳定性  块体理论

Collapse Analysis Method and Its Application for Fissure Surrounding Rock-mass of Highway Tunnel
Authors:ZHU Chuangang  SU Yonghua
Institution:ZHU Chuangang1,SU Yonghua2
Abstract:Based on mechanics media classification and block theory and stereographic projection,a calculation formula of sliding direction was deduced;and an analytical method of stability of surrounding rock of tunnel in fissure rock-mass was researched,with project example.Stability analysis of surrounding rock for Li zipping tunnel of highway 10 kilometer and 977 meter was finished by above-mentioned method.
Keywords:fissure rock mass  tunnel engineering  stability of surrounding rock  block theory
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