摘要
岩石边坡 ,尤其是裂隙岩体边坡稳定性分析应考虑岩体中结构面的产状、性质和发育程度。对随机发育的岩体结构面 ,赤平极射投影是确定优势结构面及分析边坡潜在破坏模式的基础。以某电厂高 10 0m以上岩石高边坡为例 ,介绍了采用赤平投影图解法及极限平衡法 ,进行岩体边坡稳定性分析的方法。
In this paper, The stability analysis of rock slop(especially fissure rock mass) is studied. The occurrence, character and growth degree of rock mass plane should be considered. As far as the stochastic rock mass plane is concerned, The method projection on equator plane is based on ascertaining preferred plane and analyzing latent destroy pattern of slope. The Given the example of one 100m high rock slop on the power station, The integrated projection on equator plane and ultimate balance method is introduced.
出处
《东华理工学院学报》
2004年第3期255-259,共5页
Journal of East China Institute of Technology
