It is indicated that the factor of safety of slope after stabilization is 1.33 when it is excavated to the designing roadbed; and it can meet the safe demand of the engineering.
计算结果表明，支护后开挖到设计路基的安全系数是1.33，可满足工程安全的需要。
It is indicated that the factor of safety of slope after stabilization is 1.33 when it is excavated to the designing roadbed; and it can meet the safe demand of the engineering.
计算结果表明，支护后开挖到设计路基的安全系数是1.33，可满足工程安全的需要。
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