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Experimental and Computational Study on Pile Foundations Under Liquefaction-Induced Lateral Spreading

This publication explores the behavior of pile foundations subjected to liquefaction and lateral spreading through both experimental and computational methods. Conducted at Rensselaer Polytechnic Institute, the research includes free field tests and follows with possible publications in renowned journals. Significant findings are drawn from large-scale sand models, physical modeling, and full-scale shake tests. The study also compares results from centrifuge testing, discrete element modeling (DEM), and finite element modeling (FEM) to understand the mechanics involved.

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Experimental and Computational Study on Pile Foundations Under Liquefaction-Induced Lateral Spreading

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  1. NEES-Pile: Experimental and Computational Study of Pile Foundations Subjected to Liquefaction-Induced Lateral SpreadingPossible journal publications out of free field tests Rensselaer Polytechnic Institute August 20th, 2007

  2. Possible journal publications out of free field tests • Geotechnical Testing Journal ASTM Liquefaction and lateral spread earthquake testing of large-scale sand models. (Responsible: Theva). November 1, 2007 • International Journal of Testing in Geomechanics Large-scale physical modeling of saturated sand liquefaction and lateral spreading. (Responsible: Theva). November 1, 2007 • Journal of Geotechnical and Geoenvironmental Engineering ASCE Mechanics of lateral spreading observed in full-scale shake test. (Responsible: Dobry/Medina). December 31, 2007.

  3. Possible journal publications out of free field tests • Simulation/comparison with LG-0 and SG-1 tests using centrifuge testing. Effect of permeability. Several papers (Responsible: Gonzalez/Abdoun) • Simulation/comparison of LG-0 and SG-1 tests using DEM. (Responsible: Zeghal/El Shamy)  • Simulation/comparison of LG-0 and SG-1 tests using FEM. (Responsible: Elgamal) • System Identification and cross correlation??? (Responsible: Zeghal) • Others

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