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1 滑坡土体物理力学性指标对滑坡段目前现状,分别从滑动面上部,滑动面主体和滑动面下部主体取原状土样和散土样做物理力学试验。现场观察发现,滑动面土体(泥化夹层)厚度6～10cm,已达饱和。呈软塑状态,强度低,其上部土体较粘、均匀、较湿,其下部主体较湿,但含有大小礓石。试验结果可以看出,原状土体的含水率较大 ,
1 physical and mechanical indicators of landslide landslide status of the current situation, respectively, from the upper part of the sliding surface, the main body of the sliding surface and the lower part of the main body of the slide to take the original soil samples and soil samples made physical and mechanical tests. Field observation found that the sliding surface soil (mud layer) thickness of 6 ~ 10cm, has reached saturation. Was soft plastic state, low strength, the upper soil is more sticky, uniform, more wet, the lower part of the body is wet, but contains the size of stone. Test results can be seen, the original water content of soil larger,