深圳前湾电厂人工高边坡稳定性分析研究

THE STABILITY ANALYSIS AND RESEARCH OF HIGH SLOPE OF QIANWAN POWER PLANT IN SHENZHEN

本文根据边坡设计方案,结合边坡岩体条件,采用极限平衡法、SARMA法及有限单元法,分析研究边坡及岩块体稳定性,评价开挖效应对边坡岩体稳定性的影响。

According to the design and rockmass conditions of the slope, the methods of ultimate balance、SARMA and FEM are used to study the stability of rockmass and slope, evaluate the effects on the stability of slope because of excavation.