On the basis of a deep study on the sliding mechanism of hand-excavated soil slope, a new method, by using. Stress moving method to engage stability analysis of slope is brought forward.
在对人工开挖土质边坡失稳机理进行深入分析的基础上，提出了利用应力迁移法进行边坡稳定性分析的方法。
On the basis of a deep study on the sliding mechanism of hand-excavated soil slope, a new method, by using. Stress moving method to engage stability analysis of slope is brought forward.
在对人工开挖土质边坡失稳机理进行深入分析的基础上，提出了利用应力迁移法进行边坡稳定性分析的方法。
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