Bounding Surface Elasto-Viscoplasticity: A General Constitutive Framework for Rate-Dependent Geomaterials-Reference-Cited by-同舟云学术

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Bounding Surface Elasto-Viscoplasticity: A General Constitutive Framework for Rate-Dependent Geomaterials

Published:2019-03 Issue:3 Volume:145 Page:04019002
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Shi Zhenhao¹^ORCID,Hambleton James P.²,Buscarnera Giuseppe³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001578

Reference70 articles.

1. Constant Loading Rate Consolidation Test

2. Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast

3. Stress-Strain Behavior and Yielding Characteristics of Eastern Osaka Clay

4. A Time-Dependent Bounding Surface Model for Anisotropic Cohesive Soils

5. Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays

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4. Preloading of four-legged jack-ups in clay: Geotechnical time effects and fulfilment of preloading criteria;Ocean Engineering;2023-06

5. A bounding surface viscoplastic damage model for time-dependent rock deformation;Mechanics of Materials;2023-05

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