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Dynamic Passive Pressure on Full-Scale Pile Caps: Phase 1
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View of test site while backfill is being filled

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This project was enhanced in 2010. Metadata were reviewed and if necessary corrected, visualization files were added. Additional documentation if missing was supplemented. This project may contain files that were not contributed by the original research team during their project.

Complete - 08/31/2011

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PI(s): Travis Gerber, Kyle Rollins
Dates: August 08, 2005 to Present
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
Organization(s): Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
Description:
BYU's research focuses on the behavior of soil behind a full-scale foundation when subjected to earthquake-like loadings. It is the backfill soil which helps prevent excessive horizontal movement of foundations during earthquakes. The amount of resistance... (more)
Website(s): NEES@UCLA (view)
Group Space: Project:Dynamic Passive Pressure on Full-Scale Pile Caps: Phase 1
Report on Data Status: View Report
Equipment: View Details
Tools: inDEED
Documentation:
Analysis:
No files available
Images:
Tags (keywords):
  1. Soil Structure Interaction
  2. Lateral Forces
  3. Shaker
  4. Backfill Soil
  5. Soil Resistance
Data Re-use Status: This Project does not reuse data from other projects.