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 (...
Main Authors: | , , , , |
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Formato: | Artigo |
Idioma: | English |
Publicado: |
Elsevier
2025-02-01
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Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Acceso en liña: | http://www.sciencedirect.com/science/article/pii/S1674775524001690 |