Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model-Reference-Cited by-同舟云学术

Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model

Published:2022-02 Issue:2 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Al Hattamleh Omar¹^ORCID,Muhunthan Balasingam²,Zbib Hussein M.³

Affiliation:

1. Professor, Dept. of Civil Engineering, The Hashemite Univ., P.O. Box 150459, Zarqa 13115, Jordan (corresponding author). ORCID: .

2. Deceased, formerly, Professor and Chair, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99163.

3. Deceased, formerly, Regents Professor, School of Mechanical and Materials Engineering, Washington State Univ., Pullman, WA 99163.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002258

Reference58 articles.

1. Stress distribution in granular heaps using multi-slip formulation

2. Numerical simulation of fabric anisotropy and strain localization of sand under simple shear

3. Multi-Slip Formulation for Modeling Localization in Granular Materials

4. Gradient plasticity modelling of strain localization in granular materials

5. Al Hattamleh, O., B. Muhunthan, and H. M. Zbib. 2005b. “Predictions of stress dip in granular heaps using multi-slip formulation.” In Proc., 5th Int. Conf. on Powders and Grains 2005, edited by R. Garcia-Rojo, H. J. Herrmann, and Sean McNamara. London: CRC Press.

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