To analyze the variation of the parameters of the soil, the mechanical model and numerical method of the explosion compacting the cushion and soil are established.
为了分析爆炸挤压后土体参数的变化规律，建立了爆炸挤压垫层和粘土的力学模型及数值方法。
Soil dynamic parameters are important indicators that characterize mechanical property of soils under dynamic action.
土动力学参数是表征土在动力作用下的力学性能的重要指标。
Contrapose the features of the slope, mechanical parameters of soil under multi-rate of water content are obtained through investigation, multi-working conditions are chosen for the slope design.
针对边坡的工程特征，在勘察中获取了多种含水状态下的土体力学参数，在多种工况条件下对边坡进行治理设计。
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