Three-Dimensional Soil–Water Characteristics Model of Expansive Soil Considering Swelling Effect-Reference-Cited by-同舟云学术

Three-Dimensional Soil–Water Characteristics Model of Expansive Soil Considering Swelling Effect

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dai Zhangjun¹^ORCID,Guo Jianhua²,Chi Zecheng³,Chen Shanxiong⁴

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

2. 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; Changjiang Institute of Survey, Planning, Design and Research Co., Ltd., Wuhan 430010, China.

3. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

4. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8423

Reference46 articles.

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2. Interrelationship between elastic deformation and soil–water characteristic curve of expansive soils;Al-Dakheeli H.;J. Geotech. Geoenviron. Eng.,2019

3. Soil–Water Characteristic Curve and One-Dimensional Deformation Characteristics of Fiber-Reinforced Lime-Blended Expansive Soil

4. A constitutive model for partially saturated soils

5. Collapse and Swell of Lime Stabilized Expansive Clays in Void Ratio–Moisture Ratio–Net Stress Space

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