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...
Guardado en:
Autores principales: | Zhiqing Li, Youxing Kong, Le Fu, Yingxin Zhou, Zhengfu Qian, Ruilin Hu |
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Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
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Materias: | |
Acceso en línea: | https://doaj.org/article/a3d3eacca03041cb90c40759e4416a63 |
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