Mechanisms of crack development and strength deterioration in compacted expansive soils under controlled wetting-drying conditions-Reference-Cited by-同舟云学术

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Mechanisms of crack development and strength deterioration in compacted expansive soils under controlled wetting-drying conditions

Published:2024-05 Issue: Volume:159 Page:108133
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Zhou Rui^ORCID,Wang Bao-tian,Han Shao-yang,Wang Dong-ying,Zhang Fu-hai

Funder

National Natural Science Foundation of China

Nanjing Hydraulic Research Institute

Publisher

Elsevier BV

Reference61 articles.

1. Effect of wetting and drying on shear strength;Allam;J. Geotech. Eng. Div.,1981

2. Influence of waste tire rubber fibers on swelling behavior, unconfined compressive strength and ductility of cement stabilized bentonite clay soil;Bekhiti;Constr. Build. Mater.,2019

3. Fundamentals of soil behavior;Busscher;Soil Sci.,1994

4. Water infiltration in a cracked soil considering effect of drying-wetting cycles;Cheng;J. Hydrol.,2021

5. Effects of microstructure on desiccation cracking of a compacted soil;Cheng;Eng. Geol.,2020

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evolution of Soil Pore Structure and Shear Strength Deterioration of Compacted Soil under Controlled Wetting and Drying Cycles;Atmosphere;2024-07-17

2. Dynamic evolution of three-dimensional cracks in expansive soil under wet-dry cycles: insights from resistivity monitoring;Bulletin of Engineering Geology and the Environment;2024-07-09

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