Unified Modeling for the Simple Shear Behavior of Clay and Sand Accounting for Principal Stress Rotations-Reference-Cited by-同舟云学术

Unified Modeling for the Simple Shear Behavior of Clay and Sand Accounting for Principal Stress Rotations

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yuan Ran¹^ORCID,Yu Hai-Hong²,Wang Xiao-Wen³^ORCID

Affiliation:

1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China. ORCID: .

2. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; CREC Sichuan Eco-city Investment Co., Ltd.,

3. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8399

Reference81 articles.

1. Andria-Ntoanina I. J. Canou and J. Dupla. 2010. Caractérisation mécanique du sable de Fontainebleau NE34 à l’appareil triaxial sous cisaillement monotone. Marne-La Vallée: Laboratoire Navier-Géotechnique (CERMES ENPC/LCPC).

2. Apriadi, D., S. Likitlersuang, T. Pipatpongsa, and H. Ohta. 2008. “Hyperplasticity modelling of normally consolidated clays in simple shear.” In Proc., 10th Int. Summer Symp., 101–104. Tokyo, Japan: Japan Society of Civil Engineers (JSCE).

3. The critical state of sands

4. Budhu, M. 2010. Soil mechanics and foundations. 3rd ed. Hoboken, NJ: John Wiley & Sons.

5. Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation

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