对于滑动和倾覆稳定性，系统应被假设为一刚体。

For sliding and overturning stability the system shall be assumed to act as a rigid body.

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对国内、国外两种不同土压力计算模式下悬扶壁式挡土墙的抗倾覆稳定性进行了分析。

The anti overturning stability of overhanging wall bulkhead has been analyzed under domestic and foreign different calculating modes of soil pressure.

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该方法避免了繁琐的试算过程，且结果能同时满足抗滑移、抗倾覆稳定性及地基承载力验算要求。

The design result can meet the requirements of anti-sliding, anti-overturning and ground capability check.

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