Formulation of a new elastoviscoplastic model for time‐dependent behavior of clay-Reference-Cited by-同舟云学术

Formulation of a new elastoviscoplastic model for time‐dependent behavior of clay

Published:2020-12-31 Issue:6 Volume:45 Page:843-864
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech.

Author:

Yuan Yixing¹²^ORCID,Whittle Andrew J.²

Affiliation:

1. GZA GeoEnvironmental Norwood Massachusetts

2. Massachusetts Institute of Technology Cambridge Massachusetts

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.3174

Reference53 articles.

1. BuismanA.Results of long duration settlement tests. In:Proceedings 1st International Conference on Soil Mechanics and Foundation Engineering;1936:103‐107.

2. Time‐dependent behavior of undisturbed clay;Vaid YP;J Geotech Eng Div Am Soc Civ Eng,1977

3. Rate-Dependent Undrained Shear Behavior of Saturated Clay

4. Time‐dependent stress‐strain behavior of soft Hong Kong marine deposits;Zhu JG;Geotech Test J,1999

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