Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Slow Shearing Rates' Effect on Residual Strength of Landslide Soils
This paper presents the effect of slow shearing rates on residual strength of three soil samples collected from the landslide areas in Nepal and Japan. The tests are performed on a torsional ring shear apparatus and the shearing rates are varied in a range of 0.073-0.586 mm/min. The effect of slow shearing rates on the residual strength of high-plasticity soils and low-plasticity soils are compared. The results showed that the shear strength from the residual state of shear was increased after the shear rate of 0.233 mm/min. The probable causes of such slightly noticeable strength from the residual state of shear are discussed.
Slow Shearing Rates' Effect on Residual Strength of Landslide Soils
This paper presents the effect of slow shearing rates on residual strength of three soil samples collected from the landslide areas in Nepal and Japan. The tests are performed on a torsional ring shear apparatus and the shearing rates are varied in a range of 0.073-0.586 mm/min. The effect of slow shearing rates on the residual strength of high-plasticity soils and low-plasticity soils are compared. The results showed that the shear strength from the residual state of shear was increased after the shear rate of 0.233 mm/min. The probable causes of such slightly noticeable strength from the residual state of shear are discussed.
Slow Shearing Rates' Effect on Residual Strength of Landslide Soils
Bhat, D. R. (Autor:in) / Yatabe, R. (Autor:in) / Bhandary, N. P. (Autor:in)
Geo-Shanghai 2014 ; 2014 ; Shanghai, China
Soil Behavior and Geomechanics ; 293-303
05.05.2014
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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