Using CT to test the damage characteristics of the internal structure of expansive soil induced by dry

Using CT to test the damage characteristics of the internal structure of expansive soil induced by dry–wet cycles

Published:2021-07-01 Issue:7 Volume:11 Page:075305
ISSN:2158-3226
Container-title:AIP Advances
language:en
Short-container-title:AIP Advances

Author:

Huang Zhen¹^ORCID,Zhang Hai¹,Liu Bin²,Wei Bingxu³,Wang Hui¹

Affiliation:

1. Key Laboratory of Disaster Prevention and Structural Safety, College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China

2. Guangxi Xianglu Construction Co., Ltd., Guangxi Beibu Gulf Investment Group Co., Ltd., Nanning 530029, China

3. School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410004, China

Funder

The Natural Science Foundation of Hunan Province

Publisher

AIP Publishing

Subject

General Physics and Astronomy

Link

https://aip.scitation.org/doi/pdf/10.1063/5.0057450

Reference19 articles.

1. Effect of Mineralogical Properties of Expansive Soil on Its Mechanical Behavior

2. Desiccation and cracking behaviour of clay layer from slurry state under wetting–drying cycles

3. Assessment of change in acoustic wave velocity of compacted expansive soil through experiments

4. Lateral Extension of Compacted-Fill Slopes in Expansive Soils

5. Structural damage model of unsaturated expansive soil and its application in multi-field couple analysis on expansive soil slope

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