Experimental Investigation on Shear Behavior of Partially Saturated Silty Soil under Constant Water Content and Constant Void Ratio Conditions-Reference-Cited by-同舟云学术

Experimental Investigation on Shear Behavior of Partially Saturated Silty Soil under Constant Water Content and Constant Void Ratio Conditions

Published:2023-07-21 Issue:6 Volume:46 Page:20230322
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Ahmad Tufail¹,Kato Riko²,Kuwano Jiro²

Affiliation:

1. Department of Civil and Environmental Engineering, Saitama University, 255 Shimo-Okubo, Sakura-ku, Saitama 338-8570, Japan (Corresponding author), https://orcid.org/0000-0003-1077-3229, e-mail: tufailafghan@yahoo.com

2. Department of Civil and Environmental Engineering, Saitama University, 255 Shimo-Okubo, Sakura-ku, Saitama 338-8570, Japan

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Ahmad, T., R. Kato, D. R. Shrestha, and J. Kuwano. 2023. “Constant Void Ratio vs. Constant Confining Pressure Tests on Partially Saturated Silty Soil.” In Eighth International Conference on Unsaturated Soils (UNSAT 2023), 04006. Les Ulis, France: EDP Sciences. https://doi.org/10.1051/e3sconf/202338204006

2. Experimental Study on State Boundary Surface of Compacted Silty Soil;Ahmad;International Journal of GEOMATE,2023

3. Constant Volume Shear Tests on Compacted Silty Soil;Ahmad;International Journal of GEOMATE,2023

4. Bao, C. G., B. W. Gong, and L. T. Zhan. 1998. “Properties of Unsaturated Soils and Slope Stability of Expansive Soils.” In Proceedings of the Second International Conference on Unsaturated Soils (UNSAT 98), 71–98. Beijing, China: International Academic Publishers.

5. The Principle of Effective Stress;Bishop;Teknisk Ukeblad,1959

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1. Editorial: Special Issue on Experimental Investigations from Very Small Strains to Beyond Failure;Geotechnical Testing Journal;2023-11-01