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.

1. Cyclic behavior of reinforced sand under principal stress rotation

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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