Soil, Structure, and Motion Factors Impacting Kinematic and Inertial Loading of Pile Foundations-Reference-Cited by-同舟云学术

Soil, Structure, and Motion Factors Impacting Kinematic and Inertial Loading of Pile Foundations

Published:2022-09-15 Issue: Volume: Page:
ISSN:
Container-title:Ports 2022
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Author:

Souri Milad¹²³⁴⁵,Khosravifar Arash¹²³⁴⁵,Schlechter Scott¹²³⁴⁵,Dickenson Stephen¹²³⁴⁵,McCullough Nason¹²³⁴⁵

Affiliation:

1. Engineering Staff, GRI, Beaverton, OR.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., Portland, OR.

3. Principal, GRI, Beaverton, OR.

4. Principal Engineer, New Albion Geotechnical, Inc., Reno, NV.

5. Principal Geotechnical Engineer, Jacobs, Corvallis, OR.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484395.062

Reference11 articles.

1. API (American Petroleum Institute). (1993). Recommended practice for planning, design, and constructing fixed offshore platforms, 20th ed. API RP 2A-WSD. Washington, DC.

2. Boulanger, R. W., Chang, D., Brandenberg, S. J., Armstrong, R. J., and Kutter, B. L. (2007). Seismic design of pile foundations for liquefaction effects. In Proc. of 4th International Confer. on Earthquake Geotechnical Engineering, 277–302. Dordrecht, Germany: Springer.

3. Liquefaction effects and associated damages observed at the Wellington CentrePort from the 2016 Kaikoura earthquake

4. Cubrinovski, M., and Ishihara, K. (2006). Assessment of pile group response to lateral spreading by single pile analysis. In Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground, GSP 145, 242–254. Reston, Va.: ASCE.

5. Itasca. (2016). FLAC, Fast Lagrangian Analysis of Continua, User’s Guide, Version 8.0. Minneapolis, MN: Itasca Consulting Group, Inc.