据此对古滑坡体进行了初步整治设计，实际整治时未采取防水措施，抗滑指标进一步下降，笔者对此时软化后滑动面抗剪强度进行了计算分析。
Primary treatment design of the old slope is carrying out. Measure for preventing water is not carried out at present. The quota of anti-slide come down further.
据此对古滑坡体进行了初步整治设计，实际整治时未采取防水措施，抗滑指标进一步下降，笔者对此时软化后滑动面抗剪强度进行了计算分析。
Primary treatment design of the old slope is carrying out. Measure for preventing water is not carried out at present. The quota of anti-slide come down further.
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