G85麻柳湾至昭通段K1～K2滑坡稳定分析及选线建议

摘要

Based on the engineering geologic investigation, this paper made stability analysis on G85 Maliu bay to Zhaotong section K1 - K2 landslide using drilling and comprehensive geophysical prospecting methods, by calculation, the landslide body easy to cause landslide disasters in the effect of torrential rain, strong earthquake and artificial disturbance, should manage stability treatment, such as setting retaining wall in Daguan River and so on.%通过工程地质调查，钻探及综合物探等方法对G85麻柳湾至昭通段K1～K2滑坡体进行了稳定性分析，经计算，该滑坡体在暴雨、强震及人工扰动影响下，易产生滑坡灾害，应进行稳定性治理，如在大关河段设置挡墙等。