One–dimensional nonlinear finite strain analysis of self–weight consolidation of soft clay considering creep

Author:

Li Penglin,Yin Jian-Hua,Yin Zhen-Yu,Chen Zejian

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference82 articles.

1. Consolidation characteristics of phosphatic clays;Abu-Hejleh;Journal of Geotechnical Engineering,1996

2. Experimental bench for study of settling–consolidation soil formation;Alexis;Geotech. Test. J.,2004

3. Sidere: numerical prediction of large–strain consolidation;Bartholomeeusen;Géotechnique,2002

4. Self–weight consolidation of soft soils: an experimental and theoretical study;Been;Geotechnique,1981

5. Been, K. (1980). Stress strain behaviour of a cohesive soil deposited under water [PhD thesis].

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