Evaluation of wave induced liquefaction potential

被引：0
作者：
Nanda, A [1 ]
Paul, M [1 ]
机构：
[1] Engineers India Ltd, New Delhi, India
来源：
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper presents a one dimensional FEM model and an approximate analytical solution to evaluate the liquefaction potential of sandy sea beds under wave loading. The analytical solution can predict pore pressures with reasonable accuracy, so long as the pore pressure ratio is under 0.70. Results of pore pressure developed in an homogeneous sandy sea bed are presented as a function of a new non-dimensional time factor. These can be used to make rapid preliminary analysis of liquefaction potential. In addition, remedial measures to counteract liquefaction are also evaluated.
引用
收藏
页码：2243 / 2246
页数：4
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