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本文根据勘察获取的不同状态下土体抗剪强度实验数据,采用统计分析整理,对处于蠕滑状态的土体滑坡的稳定性进行分析计算,得出的结果与实际较为吻合;对同类工点有一定的借鉴作用。
According to the experimental data of soil shear strength under different conditions obtained by survey, the statistical analysis is used to analyze and calculate the stability of the landslide in the creep state. The result is in good agreement with the actual situation. Have some reference.