The anti-slide reliability is reduced when the positive correlation among the friction coefficient between fill and ground and the friction angle of fill is applied.
忽略填土与基底的摩擦系数和填土内摩擦角之间的互相关性，则加筋土挡墙的抗滑验算偏于危险；
The anti-slide reliability is reduced when the positive correlation among the friction coefficient between fill and ground and the friction angle of fill is applied.
忽略填土与基底的摩擦系数和填土内摩擦角之间的互相关性，则加筋土挡墙的抗滑验算偏于危险；
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