A Bounding Surface Viscoplasticity Model for Time-Dependent Behavior of Soils Including Primary and Tertiary Creep-Reference-Cited by-同舟云学术

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A Bounding Surface Viscoplasticity Model for Time-Dependent Behavior of Soils Including Primary and Tertiary Creep

Published:2020-09 Issue:9 Volume:20 Page:04020143
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shahbodagh Babak¹^ORCID,Mac Thi Ngoc²,Esgandani Golnaz A.²,Khalili Nasser³

Affiliation:

1. Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author). ORCID: .

2. Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

3. Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001744

Reference110 articles.

1. Constitutive equations for normally consolidated clay based on elasto-viscoplast;Adachi T.;Soils Found.,1982

2. A time-dependent bounding surface model for anisotropic cohesive soils;Al-Shamrani M. A.;Soils Found.,1998

3. Undrained creep behaviour of a coastal organic silty clay;Arulanandan K.;Géotechnique,1971

4. Evaluation of time-dependent behavior of soils;Augustesen A.;Int. J. Geomech.,2004

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