Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework-Reference-Cited by-同舟云学术

Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework

Published:2016-10 Issue: Volume:79 Page:55-72
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Navas Pedro,Yu Rena C.,López-Querol Susana,Li Bo

Funder

Ministerio de Ciencia e Innovación

Consejería de Educación, Cultura y Deportes de la Junta de Comunidades de Castilla-La Mancha, Fondo Europeo de Desarrollo Regional

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference38 articles.

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3. General solutions of the equations of elasticity and consolidation for a porous material;Biot;J Appl Mech,1956

4. Liquefaction and cyclic mobility model in saturated granular media;López-Querol;Int J Numer Anal Methods Geomech,2006

5. Cividini A, Gioda G. On the dynamic analysis of two-phase soils. In: Pietruszczak S, Pande GN, editors. Proceedings of the third international symposium on computational geomechanics (ComGeo III), 2013. p. 452–61.

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