Based on the safety coefficient expression constructed in the stability calculation process, the value in geotechnique design is illustrated.

• 以此为基础，通过剩余推力法和Sarma两种方法评价了其边坡稳定性，并以稳定性计算中构建的安全系数为基础，阐明了其在岩土工程设计中的意义。