Simulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State-Reference-Cited by-同舟云学术

Simulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Shirmohammadi Ali¹^ORCID,Hajialilue-Bonab Masoud²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 51666-16471, Iran. ORCID: .

2. Professor, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 51666-16471, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-6769

Reference65 articles.

1. ABAQUS. 2020. ABAQUS/standard user’s manual. Providence, RI: Dassault Systèmes Simulia Corporation.

2. Amorosi A. and M. Kavvadas. 2002. “A critical review of the state boundary surface concept in light of advanced constitutive modelling.” In Proc. Numerical Models in Geomechanics (NUMOG VIII) 85–90. Boca Raton FL: CRC Press.

3. Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils

4. A plasticity model for the mechanical behaviour of anisotropically consolidated clay

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