Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. II: Validation-Reference-Cited by-同舟云学术

Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. II: Validation

Published:2019-09 Issue:9 Volume:19 Page:04019102
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹,Desai Chandrakant S.²

Affiliation:

1. Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China; Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China (corresponding author).

2. Regents’ Professor Emeritus, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ, 85721.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001475

Reference38 articles.

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

2. An elasto-plastic model for undrained behaviour of heavily overconsolidated clays

3. Bounding Surface Plasticity Model for Sands

4. Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function

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