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Experimental and Micromechanical Computational Study of Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading - Task 1 (1g Tests)S. Thevanayagam, UBResearch Progress MeetingJune 27, 2006, 2-4 pm; UB-VTCPI: R. Dobry, co-PI’s: A. Elgamal, S. Thevanayagam, T. Abdoun, M. ZeghalUB-NEES Lab: A. Reinhorn, M. Pitman, J. Hanley, T. AlbrechcinskiTulane: UsamaEl ShamyStudents: Ecemis; RPI Students

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Agenda – 6/27/06
  • Review of Minutes (ST, RD)
  • Schedule (Updated 05/2006) – No Change
  • UB Progress (ST)
    • Equipment Setup (NE, MP)
    • Sand Construction & Density Control (NE)
    • Updated Instrumentation & Coordination (NE, ST, TA)
  • Non-Destructive Shaking (MP, MZ, AE)
  • Sloping Ground – Ground Motion (MG, AE)
  • Decision - Pile size, thickness, etc. (July 06)