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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Бібліографічні деталі
Автори: Tongwei Zhang, Sheng Li, Hengxing Lan, Huyuan Zhang, Fanyu Zhang
Формат: Стаття
Мова:English
Опубліковано: Elsevier 2025-02-01
Серія:Journal of Rock Mechanics and Geotechnical Engineering
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Онлайн доступ:http://www.sciencedirect.com/science/article/pii/S1674775524001690