Crack Evolution and Strength Attenuation of Red Clay under Dry–Wet Cycles-Reference-Cited by-同舟云学术

Crack Evolution and Strength Attenuation of Red Clay under Dry–Wet Cycles

Published:2024-04 Issue:4 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ma Hongyan¹,Pei Chenglin²,Huang Renjie³,Xu Song⁴^ORCID

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, PR China.

2. Postgraduate Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, PR China.

3. Computer Engineer, Huizhou The Creative Life (TCL) Yunchuang Technology Co., Ltd., 5th Floor, TCL Technology Building, No. 17, Huifeng Third Rd., Zhongkai High-tech Zone, Huizhou, Guangdong Province 516000, PR China.

4. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17190

Reference27 articles.

1. The Third Terzaghi Lectures; Progressive Failure in Slopes of Overconsolidated Plastic Clay and Clay Shales

2. Hierarchical crack pattern as formed by successive domain divisions.

3. Hierarchical crack pattern as formed by successive domain divisions. II. From disordered to deterministic behavior

4. Mechanical and Hydraulic Behaviors in a Single Fracture with Asperities Crushed during Shear

5. Effects of dry density and moisture content on shear strength parameters of remolded red clay soil;Chen H.;J. Eng. Geol.,2019

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