Temperature-dependent residual shear strength characteristics of smectite-bearing landslide soils
Author:
Affiliation:
1. Disaster Prevention Research Institute; Kyoto University; Uji Japan
2. Japan Conservation Engineers & Co., Ltd.; Tokyo Japan
Funder
Japan Science for the Promotion of Science Grant-in-Aid for Challenging Exploratory Research
Publisher
American Geophysical Union (AGU)
Subject
Space and Planetary Science,Earth and Planetary Sciences (miscellaneous),Geochemistry and Petrology,Geophysics
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/2016JB013241/fullpdf
Reference70 articles.
1. Geological study on the mechanism of landslides in Owakudani, Kanagawa Prefecture (I) [in Japanese];Ando;J. Jpn. Landslide Soc.,1966
2. The effect of calcium ions in pore water on the residual shear strength of kaolinite and sodium montmorillonite;Anson;Géotechnique,1998
3. Regional-scale high-plasticity clay-bearing formation as controlling factor on landslides in Southeast Spain;Azañón;Geomorphology,2010
4. A new ring shear apparatus and its application to the measurement of residual strength;Bishop;Géotechnique,1971
5. Rheological properties of sodium montmorillonite dispersions;Brandenburg;Appl. Clay Sci.,1988
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