Shearing Behavior of Calcinated Kaolin Clay in Ring Shear Apparatus
Author:
Affiliation:
1. Formerly, Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Assam, India. ORCID: .
2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Assam, India. ORCID: .
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485309.039
Reference37 articles.
1. Abramson, L. W., Lee, T. S., Sharma, S., and Boyce, G. M. (1996). Slope stability and stabilization methods. In Second. John Wiley and Sons.
2. ASTM. ASTM D4318. (2018). Standard Test Methods for Liquid Limit Plastic Limit and Plasticity Index of Soils. doi:10.1520/D4318-17.
3. ASTM. ASTM D6467. (2021). Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Fine-Grained Soils 1. doi:10.1520/D6467-21E01.
4. Lithological Control on Landslide in the Babai Khola Watershed, Siwaliks Zone of Nepal;Bhandari B. P.;American Journal of Earth Sciences,2018
5. A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength
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