Dynamic Evolution of Desiccation Cracks and Their Relationship with the Hydraulic Properties of Expansive Soil-Reference-Cited by-同舟云学术

Dynamic Evolution of Desiccation Cracks and Their Relationship with the Hydraulic Properties of Expansive Soil

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gao Haodong¹^ORCID,An Ran²^ORCID,Zhang Xianwei³^ORCID,Wang Gang⁴,Liu Xinyu⁵^ORCID,Xu Yiqing⁶

Affiliation:

1. School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang, Wuhan 430071, China; School of Urban Construction, Wuhan Univ. of Science and Technology, Wuhan 430065, China. ORCID: .

2. School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang, Wuhan 430071, China (corresponding author). ORCID: .

3. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang, Wuhan 430071, China. ORCID: .

4. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

5. School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: .

6. 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9299

Reference48 articles.

1. Effect of Desiccation on Compacted Natural Clays

2. Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography

3. Quantitative characterization of drying-induced cracks and permeability of granite residual soil using micron-sized X-ray computed tomography;An R.;Sci. Total Environ.,2023

4. Freeze–thaw impact on sandy clay in artificial frozen walls: An investigation of shear strength and pore-size distribution;An R.;Int. J. Geomech.,2022

5. ASTM. 2016. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM D5084-16. West Conshohocken, PA: ASTM.

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