根据边坡的工程地质条件、水文地质条件、工程条件等分析，确定边坡属于基本稳定状态。运用刚体极限平衡法，对一般工况和地震工况下边坡稳定性分析评价，得出一般工况边坡安全系数为1．394，地震工况下安全系数为1．330，显然在两种不同工况下，边坡处于稳定状态，与初步分析结果相同，从而证明极限平衡法在边坡稳定性分析中的应用是可靠的，为以后研究类似工程运用此法提供帮助。%According to the engineering geological conditions,we know hydro geological conditions and engineering conditions of the slope is basically stable.Using rigid body limit equilibrium method for slope stability analysis,we made an evaluation under the general condition and seismic conditions to obtain the slope safety factor.It is 1 .394 under the general condition and the safety coefficient is 1 .330 under the earthquake.Apparently,under two different conditions,the slope is steady and the consequent is same as the preliminary analysis result,which proved the limit equilibrium method in slope stability analysis,as is reliable to help for later research similar project by using this method.
展开▼
