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A method of determining nonlinear large strain consolidation parameters of dredged clays

Yu-peng CAO Xue-song Wang Long DU Jian-wen Ding Yong-feng DENG

水科学与水工程2014，Vol.7Issue(2)：218-226,9.

水科学与水工程2014，Vol.7Issue(2)：218-226,9.DOI:10.3882/j.issn.1674-2370.2014.02.009

A method of determining nonlinear large strain consolidation parameters of dredged clays

Yu-peng CAO ¹Xue-song Wang ²Long DU ²Jian-wen Ding ³Yong-feng DENG³

作者信息

1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, P.R.China
2. Municipal Facilities Authority, Weifang Economic Development Zone, Weifang 261057, P.R.China
3. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, P.R.China
折叠

摘要

关键词

initial void ratio/permeability/large strain consolidation parameter/remolded yield stress/dredged clay

Key words

initial void ratio/permeability/large strain consolidation parameter/remolded yield stress/dredged clay

引用本文复制引用

Yu-peng CAO,Xue-song Wang,Long DU,Jian-wen Ding,Yong-feng DENG..A method of determining nonlinear large strain consolidation parameters of dredged clays[J].水科学与水工程,2014,7(2):218-226,9.

基金项目

This work was supported by the Innovation Program for 2011 College Graduates of Jiangsu Province (Grant No.CXZZ_0158) and the National Natural Science Foundation of China (Grant No.51178107). （Grant No.CXZZ_0158）

水科学与水工程

OACSCDEI

ISSN：1674-2370

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