Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach-Reference-Cited by-同舟云学术

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Dynamic soil consolidation model using a nonlocal continuum poroelastic damage approach

Published:2021-12-09 Issue:3 Volume:46 Page:486-528
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Chen Yijun¹²,Mobasher Mostafa E.³,Waisman Haim²^ORCID

Affiliation:

1. College of Water Conservancy and Hydropower Engineering Hohai University Nanjing China

2. Department of Civil Engineering and Engineering Mechanics Columbia University New York New York USA

3. Civil and Urban Engineering Department New York University Abu Dhabi Abu Dhabi United Arab Emirates

Funder

Fundamental Research Funds for the Central Universities

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3309

Reference131 articles.

1. General Theory of Three‐Dimensional Consolidation

2. Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution

3. Mixed finite element formulation for dynamics of porous media

4. On the preferential flow patterns induced by transverse isotropy and non-Darcy flow in double porosity media

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