Pile-Supported Wharves Subjected to Inertial Loads and Lateral Ground Deformations. I: Experimental Results from Centrifuge Tests-Reference-Cited by-同舟云学术

Pile-Supported Wharves Subjected to Inertial Loads and Lateral Ground Deformations. I: Experimental Results from Centrifuge Tests

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Souri Milad¹^ORCID,Khosravifar Arash²^ORCID,Dickenson Stephen³,Schlechter Scott⁴,McCullough Nason⁵

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 97201. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR 97201 (corresponding author). ORCID: .

3. Principal Engineer, New Albion Geotechnical, Inc., 3400 San Juan Dr., Reno, NV 89509.

4. Principal, Geotechnical Resources Inc. (GRI), 9750 SW Nimbus Ave., Beaverton, OR 97008.

5. Principal Geotechnical Engineer, Jacobs, 1100 NE Circle Blvd., Suite 300, Corvallis, OR 97330.

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.1943-5606.0002878

Reference37 articles.

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2. Evaluation of pile foundation response to lateral spreading

3. Pile Response to Lateral Spreads: Centrifuge Modeling

4. Ashford, S., R. Boulanger, and S. Brandenberg. 2011. Recommended design practice for pile foundations in laterally spreading ground. Berkeley, CA: Pacific Earthquake Engineering Research Center.

5. Boulanger R. W. D. Chang S. J. Brandenberg R. J. Armstrong and B. L. Kutter. 2007. “Seismic design of pile foundations for liquefaction effects.” In Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering 277–302. Berlin: Springer.

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