Third , according to an example , the influence on soil displacement stress etc under harmonic vibration load induced by infiltration coefficient and loads frequency variation is studied numerically in dissertation . finally , the difference of layered saturated soils consolidation between rectangle and harmonic vibration loads is studied in this dissertation 再次，以数值方法研究了简谐荷载作用下成层饱和地基二维biot固结的一般规律，同时还研究了固结情况受渗透系数，频率等参数影响的规律。
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