Reinforced Concrete Pile Response during Liquefaction-Induced Lateral Spreading: Experimental Insights
Author:
Affiliation:
1. Senior Geotechnical Engineer, WSP, Inc., Irvine, CA.
2. Engineer II, SC Solutions, Sunnyvale, CA.
3. Distinguished Professor, Dept. of Structural Engineering, Univ. of California San Diego, La Jolla, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485316.034
Reference12 articles.
1. Pile Response to Lateral Spreads: Centrifuge Modeling
2. Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests
3. Single Piles in Lateral Spreads: Field Bending Moment Evaluation
4. Ebeido, A., and Elgamal, A. (2019). Experimental Behavior of a Reinforced Concrete Pile During Liquefaction-Induced Lateral Spreading. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges: Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), 17-20 November 2019, Cancun, Mexico (p. 453). IOS Press.
5. Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments
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