元坝气田边坡稳定性评价

摘要

运用基于强度折减法的ANSYS软件分析了元坝10-3井道路边坡，得出在1：0.3自然放坡条件下安全系数为2.6，经过一年的检验证实了边坡的稳定性，得出该方法是一种定量判定边坡稳定性的快捷可行的方法。%In this paper,by using ANSYS software based on strength reduction method analyzes the road slope of well Yuanba 10-3,and gain the safety factor of 2. 6 in the 1:0. 3 natural slope conditions. The slope is stable for more than a year,concluded that the method is a kind of quanti-tative and feasible analysis of slope stability method.