Influences of strain rate on mechanical behaviors of unsaturated and quasi-saturated loess under varying drainage conditions

Although time-dependent deformation of geomaterials underpins slope-failure prediction models, the influence of strain rate on shearing strength and deformation behavior of loess remains unclear. The consolidated undrained (CU) and drained (CD) triaxial testing elucidated the impact of strain rate (...

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Detalles Bibliográficos
Main Authors: Tongwei Zhang, Sheng Li, Hengxing Lan, Huyuan Zhang, Fanyu Zhang
Formato: Artigo
Idioma:English
Publicado: Elsevier 2025-02-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Acceso en liña:http://www.sciencedirect.com/science/article/pii/S1674775524001690