A Comprehensive Shear Strength Model for Saturated and Unsaturated Soils
Author:
Affiliation:
1. Faculty of Civil Engineering, University Technology MARA, 40450 Shah Alam, Malaysia.
2. Department of Civil and Structural Engineering, University of Sheffield, Mappin St., Sheffield, S1 3JD, UK.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/40802%28189%29168
Cited by 22 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Relationship between Shear Strength and Suction of Granitic Residual Soil;Malaysian Journal of Science and Advanced Technology;2023-03-23
2. Influence of membrane penetration on granitic residual soil in consolidated drained triaxial test;Physics and Chemistry of the Earth, Parts A/B/C;2022-12
3. The relationship between the shear strength and water retention curve of unsaturated sand at different hydraulic phases;Acta Geotechnica;2021-04-14
4. A Comparative Study of Shear Strength Equations for Unsaturated Granitic Residual Soil;Advances in Civil Engineering Materials;2020-07-09
5. The effect of soaking on shear strength of a Malaysian granitic residual soil;IOP Conference Series: Earth and Environmental Science;2020-06-11
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