结果表明：在实际计算中，可以将静载乘以某一“放大系数”作为计算荷载进行拟静力分析。
The results show that the dynamic stability analysis can be replaced by quasi-static method with the static load multiplying an amplification factor in calculation.
现有的反算理论大多建立在弹性层状体系和拟静力分析方法的基础之上，忽略了路面材料应力应变非线性特性。
Most back-calculation theories are based on the linear elastic layer system and quietude analysis method, which neglected the nonlinear peculiarity of the pavement material.
拟静力法并非适合于所有的尾矿堆积坝抗震稳定性分析，即便采用其所得结果也可能会出现较大偏差。
Imitate statics method can not fit for all the gangue-dam anti-slide stability analysis, even though more windage may appear in the result.
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