岩土高陡边坡的稳定性分析及加固设计

Stability Analysis and Reinforcement Design of A High Steep Rock-soil Slope

本文对一个岩土高陡边坡进行了工程地质调查、现场岩体物理力学参数试验和稳定性计算分析。在此基础上,提出了加固设计方案,保证了边坡在规定期间的稳定。文中采用的边坡加固措施和边坡许用安全系数[Ks],对于类似边坡工程的加固,有一定的参考价值。

Engineering geological survey, field testing of physico-mechanical parameters, and numerical analysis of stability are made for a high steep rock-soil slope. Based on this, a reinforcement design scheme is proposed to keep slope stable in given period. The reinforcement method and safety coefficients presented in this paper are of reference value for similar slopes.