Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of <i>K</i> <sub>0</sub> -Consolidated Soils-Reference-Cited by-同舟云学术

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Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of K ₀ -Consolidated Soils

Published:2023-12 Issue:12 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Peng Maozhu¹,Mei Sen²,Yin Zhen-Yu³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., 11 Yuk Choi Rd., Hung Hom, Hong Kong, China.

2. Ph.D. Student, Dept. of Infrastructure Engineering, The Univ. of Melbourne, Parkville, VIC 3010, Australia.

3. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., 11 Yuk Choi Rd., Hung Hom, Hong Kong, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8777

Reference45 articles.

1. Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift

2. Soil strength estimation and pore pressure dissipation for free-fall piezocone in soft clay

3. Anatomy of rotational hardening in clay plasticity

4. An anisotropic critical state soil plasticity model

5. Bounding Surface Plasticity. I: Mathematical Foundation and Hypoplasticity

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