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Effects of wet-dry-freeze-thaw cycles on the response of the frozen soil-composite geotextile interface in direct shear tests

Composite geotextiles are frequently utilized in water delivery canals and other projects in cold regions. However, the peak strength of the soil-geotextile interface can be degrade due to continuous wet-dry-freeze-thaw (WDFT) cycles, potentially compromising the stability of the infrastructure. Thi...

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Principais autores: Pengfei He, Haitao Cao, Jianhua Dong, Guangliang Hou, Yanhu Mu, Jicun Zhang
Formato: Artigo
Idioma:Inglês
Publicado em: Elsevier 2024-11-01
coleção:Case Studies in Thermal Engineering
Assuntos:
Frozen soil
Shear strength
Interface
WDFT cycle
Significance analysis
Acesso em linha:http://www.sciencedirect.com/science/article/pii/S2214157X24012486
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