还有这个:

来源：百度知道 编辑：UC知道 时间：2024/05/13 05:29:51
The effects of sediment on the seismic response of gravity dams are evaluated for rigid and half-space viscoelastic foundation. The influence of the degree of saturation and the thickness of bottom sediment are analyzed. Some of the more remarkable conclusions obtained from the results of the present paper are: sediment compressibility has a very important effect on the dam response; the effects of fully saturated sediment are rather limited and results present very little changes with the sediment thickness when the foundation flexibility is taken into account; and partially saturated sediments produce significant changes in the system response, the influence of the thickness of the sediment layer being important in this case.
不要软件翻译!!!要通顺一点的...

洋文不懂

沉积的作用对重力水坝地震反应为刚性和半空格黏弹性基础被评估。 饱和和底下沉积的厚度分析程度的影响。 从本论文的结果获得的某些更加卓越的结论是： 沉积压缩性有对水坝反应的非常重要作用; 当基础灵活性被考虑到时，充分地饱和的沉积的作用是相当当前有限和结果非常与沉积厚度的少量变化; 并且部分地饱和的沉积在这种情况下导致在系统响应，沉积的层数的厚度的影响上的重大的变化是重要的。