Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite-Reference-Cited by-同舟云学术

Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite

Published:2021-12 Issue:12 Volume:147 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Akin Idil Deniz¹^ORCID,Potter Levi S.²,Edil Tuncer B.³

Affiliation:

1. Assistant Professor and Colf Distinguished Professor in Geotechnical Engineering, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 (corresponding author). ORCID: .

2. M.S. Student, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ., of Wisconsin-Madison, Madison, WI 53704.

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%29GT.1943-5606.0002692

Reference56 articles.

1. Brazilian tensile strength testing of compacted clay;Akin I. D.;Geotech. Test. J.,2017

2. Implications of Surface Hydration and Capillary Condensation for Strength and Stiffness of Compacted Clay

3. Akin, I. D., and W. J. Likos. 2017c. Tensile strength and stiffness of compacted clay between residual saturation and air-entry. Orlando, FL: Geotechnical Frontiers.

4. Suction Stress of Clay Over a Wide Range of Saturation

5. Resilient Modulus for Unsaturated Unbound Materials

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