Consolidation of soil layers with impeded boundaries under time-dependent loadings

被引：0
|
作者：
Cai, YQ [1 ]
Liang, X [1 ]
Xu, CJ [1 ]
Wu, SM [1 ]
机构：
[1] Zhejiang Univ, Geotech Engn Res Inst, Hangzhou 310027, Peoples R China
来源：
ASIA-PACIFIC VIBRATION CONFERENCE 2001, VOL 1, PROCEEDINGS | 2001年
关键词：
D O I：
暂无
中图分类号：
O42 [声学];
学科分类号：
070206 ; 082403 ;
摘要：
Based on Terzaghi's one-dimensional consolidation theory, by the method of Laplace Transform, this paper studies the variation of effective stress ratio in layered saturated soils with impeded boundaries under time-dependent loading and the solution is presented. Influences of different kinds of cyclic loadings and impeded boundaries conditions are discussed. Useful illustrations are given considering several common time-dependent loadings through numerical inversion of Laplace Transform. Comparison with average method shows results from the method illustrated is more accurate.
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页码：219 / 222
页数：4
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