Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir

Abstract Estimation of the residual strength of the soil on the landslide sliding surface is essential for analyzing reactivated landslides. This study investigated the influence of over-consolidation ratio (OCR) and shear rate on the residual strength of SM-type (silty sand) landslide soils in the...

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Autores principales: Deying Li, Kunlong Yin, Thomas Glade, Chin Leo
Formato: article
Lenguaje:EN
Publicado: Nature Portfolio 2017
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Acceso en línea:https://doaj.org/article/6105660aa89c4eeab600e7fbdb9984fa
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