Fully Coupled Model for One-Dimensional Large-Strain Consolidation and Heat Conduction in Saturated Clay-Reference-Cited by-同舟云学术

Fully Coupled Model for One-Dimensional Large-Strain Consolidation and Heat Conduction in Saturated Clay

Published:2023-04 Issue:4 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Jiang Wenhao¹^ORCID,Feng Chen¹^ORCID,Ge Shangqi²^ORCID,Fu Saiou³^ORCID,Li Jiangshan⁴^ORCID

Affiliation:

1. Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China; Hubei Provincial Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China. ORCID: .

2. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: .

3. Ph.D. Student, College of Civil Engineering, Liaoning Technical Univ., Fuxin 123000, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

4. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Hubei Provincial Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Wuhan 430071, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-6852

Reference72 articles.

1. Thermally induced volume change and excess pore water pressure of soft Bangkok clay

2. Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling

3. Innovative thermal technique for enhancing the performance of prefabricated vertical drain during the preloading process

4. Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature

5. Parametric Study of One-Dimensional Solute Transport in Deformable Porous Media

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