Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure-Reference-Cited by-同舟云学术

Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure

Published:2021-08 Issue:8 Volume:21 Page:04021125
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shirmohammadi Ali¹^ORCID,Hajialilue-Bonab Masoud²^ORCID,Dadras-Ajirloo Davood³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 5165656361, Iran. ORCID: .

2. Professor, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 5165656361, Iran (corresponding author). ORCID: .

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology (NTNU), Trondheim 7491, Norway. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002109

Reference41 articles.

1. Al-Tabbaa, A., and D. M. Wood. 1989. “An experimentally based bubble model for clay.” In Proc., 3rd Int. Symp. on Numerical Models in Geomechanics, 91–99. Amsterdam, Netherlands: Elsevier.

2. Andresen, L., G. Saygili, and G. Grimstad. 2011. “Finite element analysis of the Saint-Alban embankment failure with an anisotropic undrained strength model.” In Proc., 15th European Conf. of Soil Mechanics and Geotechnical Engineering, 1111–1118. https://doi.org/10.3233/978-1-60750-801-4-1111.

3. A general framework for the mechanical behaviour of clays

4. An anisotropic critical state soil plasticity model

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. 3D slope stability analysis considering strength anisotropy by a micro-structure tensor enhanced elasto-plastic finite element method;Journal of Rock Mechanics and Geotechnical Engineering;2024-07

2. On the friction dependency of the stress Lode angle;International Journal for Numerical and Analytical Methods in Geomechanics;2023-12-19

3. A set of hyper-viscoplastic critical state models with different friction mobilisation criteria;International Journal of Solids and Structures;2023-06

4. Simulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State;Journal of Engineering Mechanics;2023-03

5. Implementation of a constitutive model for anisotropic rocks based on modified Lade failure criterion;Scientific Reports;2023-02-24