计算并分析爆破震动对边坡位移、加速度和稳定性系数的影响。

And slope displacement, acceleration and stability coefficient under influence of blasting vibration are analyzed and calculated.

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爆破地震效应对露天矿边坡稳定性影响是一个极其明显和复杂的问题。

Blasting earthquake effect on slope stability of open-pit is an extremely obvious and complicated problem.

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运用时程分析方法，分析小湾饮水沟堆积体边坡在爆破荷载作用下的动力稳定性。

The dynamic stability of a slope in Xiaowan hydropower station is studied under the blasting load with the dynamic FEM.

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