Shear and Elastic Moduli of Fine-Grained Soils: Impact of Consolidation Pressure and Plasticity Characteristics-Reference-Cited by-同舟云学术

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Shear and Elastic Moduli of Fine-Grained Soils: Impact of Consolidation Pressure and Plasticity Characteristics

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
language:
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Author:

Ajmera Beena¹²³,Tiwari Binod¹²³,Phan Quoc-Hung (Bob)¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA.

2. Associate Vice President of Research and Sponsored Projects and Professor of Civil Engineering, California State Univ., Fullerton, CA.

3. Former Graduate Student, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, CA

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484678.033

Reference23 articles.

1. Characterization of the Reduction in Undrained Shear Strength in Fine-Grained Soils due to Cyclic Loading

2. Ajmera B. Tiwari B. and Phan Q.-H. (2020). “Small Strain Dynamic Properties of Silt-Clay Mixtures ” Proceedings of Geo-Congress 2020 Geotechnical Special Publication 318 190–197.

3. Bowles, J. W. (1979). Physical and Geotechnical Properties of Soils, McGraw Hill.

4. Sand Stiffness Under Various Triaxial Stresses,;Hardin B. O.;Journal of the Soil Mechanics and Foundations Division,1966

5. Closure to Vibration Modulus of Normally Consolidated Clay,;Hardin B. O.;Journal of the Soil Mechanics and Foundations Division,1969

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