Objective Oriented Multistage Ring Shear Test for Shear Strength of Landslide Soil
Author:
Affiliation:
1. Post Doctoral Researcher, Research Institute for Hazards in Snowy Areas, Niigata Univ., Igarashi-2, Japan.
2. Professor, Research Institute for Hazards in Snowy Areas, Niigata Univ., Igarashi-2, Japan.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A2%28217%29
Reference12 articles.
1. A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength
2. Bromhead E. N. (1991). “The recent history and geotechnics of landslides at Gore cliff Isle of Wight.” Slope stability engineering—Application and developments Thomas Telford London 171–178.
3. Bromhead E. N. (1992). Stability of slopes 2nd Ed. Surrey University Press London.
4. Optimal procedure for the ring shear test.;Harris A. J.;Ground Eng.,1997
5. The drained residual strength of cohesive soils
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