Effect of Mean Particle Size and Uniformity on Modulus Degradation of Nonlinearly Graded Marine Sands-Reference-Cited by-同舟云学术

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Effect of Mean Particle Size and Uniformity on Modulus Degradation of Nonlinearly Graded Marine Sands

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gangisetti Ramesh¹,Saride Sireesh²^ORCID

Affiliation:

1. Doctoral Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502 284, India; Vice President-Engineering, Sarathy Geotech and Engineering Services Pvt. Ltd., K.R Rd., Bangalore, Karnataka 560 004, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Academic Block B-301, Kandi, Sangareddy, Telangana 502 284, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11625

Reference35 articles.

1. Darendeli B. M. 2001. “Development of a new family of normalized modulus reduction and material damping curves.” Ph.D. dissertation Dept. of Civil Architectural and Environmental Engineering Univ. of Texas at Austin.

2. Drnevich V. P. B. O. Hardin and D. J. Shippy. 1978. “Modulus and damping of soils by the resonant-column method.” Dynamic geotechnical testing. ASTM STP 654 91–125. West Conshohocken PA: ASTM.

3. Influence of Shear Strain on the Poisson’s Ratio of Clean Sands

4. X-ray diffraction to determine the minerology in soil samples in the UK;Hamed H.;Int. J. Eng. Appl. Sci. Technol.,2021

5. Sand Stiffness Under Various Triaxial Stresses

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