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SIMILARITY SOLUTION OF SELF-WEIGHT CONSOLIDATION PROBLEM FOR SATURATED SOIL
作者姓名:谢新宇  张继发  曾国熙
作者单位:Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,P.R.China,Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,P.R.China,Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,P.R.China
基金项目:Project supported by the National Natural Science Foundation of China (No. 50049005)
摘    要:IntroductionA greatdeal of engineeringand environmental projects,such as the tailings reservoir,thehydraulic fill dam,the lake dredging and the estuarine sedimentation,etc.,need to deal withthe problems about the consolidation and sedimentation of recentl…

关 键 词:渗透土壤  饱和土壤  Burgers方程  疲劳损伤  类似解  Lie群
文章编号:0253-4827(2005)09-1165-07
收稿时间:2003-04-29
修稿时间:2005-05-08

Similarity solution of self-weight consolidation problem for saturated soil
Xie Xin-yu,Zhang Ji-fa,Zeng Guo-xi.SIMILARITY SOLUTION OF SELF-WEIGHT CONSOLIDATION PROBLEM FOR SATURATED SOIL[J].Applied Mathematics and Mechanics(English Edition),2005,26(9):1165-1171.
Authors:Xie Xin-yu  Zhang Ji-fa  Zeng Guo-xi
Institution:Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, P. R. China
Abstract:A more general assumption than that in the classical one-dimensional large strain consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self-weight consolidation based on this assumption is obtained. By applying the same experimental data, the comparison of the solutions of linear and nonlinear finite strain theory, as well as the numerical calculating results based on finite element method is presented. The results of the comparison show that the analytical solution obtained here takes on better agreement with practical cases than that of linear one, and they also show that, compared with the solutions based on nonlinear theory, the settlement and the consolidation degree based on linear theory are smaller.
Keywords:self-weight consolidation  Burgers equation  large strain  Lie group transformation  similarity solution
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