An Advanced Critical State Constitutive Model for Overconsolidated Structured Soils-Reference-Cited by-同舟云学术

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An Advanced Critical State Constitutive Model for Overconsolidated Structured Soils

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Wen-hua¹^ORCID,Zhang Hong-yong²,Li Wu-gang³,Kong Gang-qiang⁴^ORCID,Lin Xin-yi²

Affiliation:

1. Associate Professor, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China (corresponding author). ORCID: .

2. Postgraduate Student, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China.

3. Assistant Research Fellow, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China.

4. Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002349

Reference39 articles.

1. Geotechnical properties of the Corinth Canal marls

2. Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach

3. Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure

4. An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils

5. On the compressibility and shear strength of natural clays

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1. Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-03

2. Undrained Mechanical Properties of Overlying Soils of Gas Hydrate Reservoirs in the South China Sea;Energy & Fuels;2024-01-31

3. Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept;International Journal of Geomechanics;2023-08

4. The influences of natural structure damage and stress path on mechanical behaviors of soft clay;Bulletin of Engineering Geology and the Environment;2023-05-17

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