Effect of Principal Stress Rotation and Intermediate Principal Stress Changes on the Liquefaction Resistance and Undrained Cyclic Response of Ottawa Sand-Reference-Cited by-同舟云学术

Effect of Principal Stress Rotation and Intermediate Principal Stress Changes on the Liquefaction Resistance and Undrained Cyclic Response of Ottawa Sand

Published:2022-05 Issue:5 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tastan Erdem O.¹^ORCID,Carraro J. Antonio H.²^ORCID

Affiliation:

1. Principal Geotechnical Engineer, Geosyntec Consultants Inc., 1300 S Mint St., Charlotte, NC 28203 (corresponding author). ORCID: .

2. Senior Lecturer in Experimental Geotechnical Engineering, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK. 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/%28ASCE%29GT.1943-5606.0002772

Reference49 articles.

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2. Altun, S., A. B. Goktepe, and C. Akguner. 2005. Cyclic shear strength of silts and sands under cyclic loading, 1365–1375. Washington, DC: Geo-Frontiers.

3. Principal Stress Rotation: A Missing Parameter

4. Bhatia S. K. J. Scwhab and I. Ishibashi. 1985. “Cyclic simple shear torsional shear and triaxial—A comparative study.” In Proc. a Session Held in Conjunction with the ASCE Convention Advances in the Art of Testing Soils Under Cyclic Conditions 232–254. Reston VA: ASCE.

5. The strength and dilatancy of sands

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