A Developed Constitutive Model for Sand and Clay under Monotonic and Cyclic Loadings-Reference-Cited by-同舟云学术

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A Developed Constitutive Model for Sand and Clay under Monotonic and Cyclic Loadings

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Heidarzadeh Heisam¹^ORCID,Oliaei Mohammad²,Komakpanah Ali³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Tarbiat Modares Univ., Tehran 14115-397, Iran. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Tarbiat Modares Univ., Tehran 14115-397, Iran (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Tarbiat Modares Univ., Tehran 14115-397, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8334

Reference34 articles.

1. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

2. A state parameter for sands

3. Modelling the mechanical behaviour of a natural unsaturated pyroclastic soil within Generalized Plasticity framework

4. Simple Plasticity Sand Model Accounting for Fabric Change Effects

5. Extension of a Constitutive Model for Sands to Account for the Sample Preparation Method

Cited by 2 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. New Numerical Technique for the Inbuilt Modified Cam Clay Constitutive Model in FLAC3D;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-08-20

2. Modification of the Reloading Plastic Modulus in Generalized Plasticity Models for Soil by Introducing a New Equation for the Memory Parameter in Cyclic Loadings;Applied Sciences;2024-05-23

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