Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation-Reference-Cited by-同舟云学术

Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Park Junghee¹^ORCID,Santamarina J. Carlos²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Incheon National Univ., 119 Academy-ro, Yeonsu-gu, Incheon 22012, Republic of Korea; formerly, King Abdullah Univ. of Science and Technology (KAUST), Thuwal 23955-6900, Saudi Arabia (corresponding author). ORCID: .

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332; formerly, King Abdullah Univ. of Science and Technology (KAUST), Thuwal 23955-6900, Saudi Arabia.

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-11153

Reference53 articles.

1. Small-Strain Stiffness, Shear-Wave Velocity, and Soil Compressibility

2. Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

3. Sands subjected to repetitive vertical loading under zero lateral strain: accumulation models, terminal densities, and settlement

4. Particle breakage during shearing of a carbonate sand

5. Fatigue cyclic tests on artificially cemented soil;da Fonseca A. V.;Geotech. Test. J.,2013

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