IMECH-IR  > 水动力学与海洋工程重点实验室(2009-2011)
波浪作用下海床土体的孔隙水压累积响应
李小均; 高福平; 鄢文杰; 吴应湘
Source Publication2009年度海洋工程学术会议论文集(上册)
2009
Pages293-299
Conference Name2009年度海洋工程学术会议
Conference Date2009-11-01
Conference Place中国福建厦门
Abstract提出了一种模拟波浪作用下海床土体动态孔隙水压累积响应的有限元模型,与Clukey et al.(1983)的波浪水槽实验结果进行了验证分析。通过算例,研究了海床土层厚度对孔隙水压累积速率和残余孔压幅值,以及累积液化深度的影响。结果表明,累积液化深度随海床厚度的增大而逐步增加;当土体厚度接近一个波长时,液化深度趋于无限厚度海床液化深度的理论值。
Keyword波浪荷载 累积孔压 液化深度 数值模拟
Department水动力学与海洋工程重点实验室
Language中文
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/48244
Collection水动力学与海洋工程重点实验室(2009-2011)
Recommended Citation
GB/T 7714
李小均,高福平,鄢文杰,等. 波浪作用下海床土体的孔隙水压累积响应[C]2009年度海洋工程学术会议论文集(上册),2009:293-299.
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