Model Test Study on Deformation Characteristics of a Fissured Expansive Soil Slope Subjected to Loading and Irrigation
Expansive soils are characterized by repeated swelling and shrinkage. They cause great damage to engineering projects because of their expansiveness, over-consolidation and propensity to crack. However, the impact of cracks on the stability of an expansive soil slope during loading and irrigation is...
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Main Authors: | Zhiqing Li, Youxing Kong, Le Fu, Yingxin Zhou, Zhengfu Qian, Ruilin Hu |
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Format: | article |
Language: | EN |
Published: |
MDPI AG
2021
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Subjects: | |
Online Access: | https://doaj.org/article/a3d3eacca03041cb90c40759e4416a63 |
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