三峡库区张桓候庙东侧滑坡成因及稳定性预测

摘要

Based on in-situ survey analysis,the paper analyzes factors influencing east landslide of Zhanghuanhou temple in Sanxia reservoir,an-alyzes stability conditions under various working conditions by applying limit equilibrium theory,formulates rational support measures,and ap-plies it into specific treatment,and finally achieves good effect.%在现场调查分析的基础上，对三峡库区张桓候庙东侧滑坡的影响因素作了分析，采用极限平衡理论对滑坡在各工况条件下的稳定性状况进行了分析，制定了合理的支护措施，并应用到治理中，取得了良好的效果。