Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression-Reference-Cited by-同舟云学术

Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression

Published:2023-05 Issue:5 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ahmed Sheikh Sharif¹,Martinez Alejandro²^ORCID,DeJong Jason T.³^ORCID

Affiliation:

1. Operations Manager, Center for Geotechnical Modeling, Univ. of California, 655 Brooks Rd., Davis, CA 95616.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 2001 Ghausi Hall, Davis, CA 95616 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 2001 Ghausi Hall, Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10972

Reference66 articles.

1. Changes to particle characteristics associated with the compression of sands

2. A state parameter for sands

3. The Use of Pore-Pressure Coefficients in Practice

4. The strength and dilatancy of sands

5. Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program

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