摘要
通过详细地质勘察和计算,研究了该斜坡危岩带的基本地质特征、成因机制及变形破坏机制,通过室内实验得到岩土体的力学参数,利用极限平衡方法对该斜坡危岩体的稳定性进行了计算分析,并简要说明了斜坡危岩带的发展趋势及其危害性,供类似工程参考。
Through the detailed geological exploration and calculation, the paper studies the basic geological characteristics, genetic mechanism, and deformation failure mechanism of the dangerous rock zone. It gets the mechanics parameters of rock mass by using the indoor experiment, calculates the slope rock mass stability using the limit equilibrium method, and briefly explain the trend of the development of the dangerous rock on the slope and its harmfulness, providing reference for other similar projects.
出处
《价值工程》
2012年第35期54-55,共2页
Value Engineering
关键词
斜坡
危岩体
稳定性
极限平衡
发展趋势
slope, dangerous rock mass
stability
limit equilibrium, development trend
