Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation-Reference-Cited by-同舟云学术

Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation

Published:2022-06-16 Issue:11 Volume:46 Page:2087-2114
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Yin Qing¹^ORCID,Andò Edward²^ORCID,Viggiani Gioacchino³^ORCID,Sun WaiChing¹^ORCID

Affiliation:

1. Department of Civil Engineering and Engineering Mechanics Columbia University New York NY 10027 USA

2. EPFL Center for Imaging École Polytechnique Fédérale de Lausanne (EPFL) Lausanne Switzerland

3. Université Grenoble Alpes CNRS, Grenoble INP, 3SR Grenoble France

Funder

Army Research Office

Publisher

Wiley

Subject

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

Link

Reference86 articles.

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4. Microstructure‐based effective stress for unsaturated frozen soils;International Journal for Numerical and Analytical Methods in Geomechanics;2022-11-24