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Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle

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成果类型:
期刊论文
作者:
Zang, Meng;Tai, Jun;Lu, Haijun
通讯作者:
Zang, M
作者机构:
[Lu, Haijun; Zang, Meng; Zang, M] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
[Tai, Jun] Cent & Southern China Municipal Engn Design & Res, Wuhan 430019, Peoples R China.
通讯机构:
[Zang, M ] W
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
语种:
英文
关键词:
drying–wetting cycle;expansive clay;mechanical property;microstructure
期刊:
Applied Sciences-Basel
ISSN:
2076-3417
年:
2023
卷:
13
期:
13
页码:
7464-
基金类别:
M.Z.: conceptualization, methodology, writing—review and editing, and investigation. J.T.: methodology and investigation. H.L.: review and funding acquisition. All authors have read and agreed to the published version of the manuscript. This work was funded by the National Natural Science Foundation of China (Grant No. 11802215) and the Natural Science Foundation of Hubei Province of China (Grant No. 2022CFA011), and the authors are grateful for this financial support.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
Expansive clay is one of the most widely distributed soils in the world. Due to its rich content of strongly hydrophilic minerals—such as montmorillonite—expansive clay exhibits substantial swelling and shrinkage properties, and overconsolidation. The formation process of undisturbed expansive clay has a long and complicated geological history and innumerable drying–wetting cycles, resulting in the formation of special internal structures. In this study, the mud-to-natural-consolidation deposition process was simulated using a saturated mud-...

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