Suction and rate-dependent behaviour of a shear-zone soil from a landslide in a gently-inclined mudstone-sandstone sequence in the Sichuan basin, China

Author:

Hu Wei,Scaringi GianvitoORCID,Xu Qiang,Van Asch Theo W.J.,Huang Runqiu,Han Wenxi

Funder

National Basic Research Program of China

Basic Research Funds

National Program on Key Basic Research Project

Sichuan Funding for Young Researchers

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference67 articles.

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2. Effect of shearing rate on residual strength of landslide soils;Bhat,2015

3. A new ring shear apparatus and its application to the measurement of residual strength;Bishop;Géotechnique,1971

4. Vapour equilibrium and osmotic technique for suction control;Blatz;Geotech. Geol. Eng.,2008

5. Reflections on the residual strength of clay soils, with special reference to bedding-controlled landslides;Bromhead,2013

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