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Dynamic Passive Pressure on Full-Scale Pile Caps
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PI(s): Travis Gerber, Kyle Rollins
Dates: May 16, 2007 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
Description:
deflection is more problematic. Furthermore, essentially all of the load-displacement relationships currently used are derived from static or extremely slow loadings. Under seismic loading conditions, both dynamic and cyclic effects are present which... (more)
Website(s): BYU NEESR Phase 2 (view)
Group Space: Project:Dynamic Passive Pressure on Full-Scale Pile Caps
Report on Data Status: View Report
Publications:
Travis Gerber; Kyle Rollins; Colin R. Cummins; Joshua M. Pruett, "Dynamic Passive Pressure on Abutments and Pile Caps" (view)
Colin Cummins, "Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings" (view)
, "Performance of a Full-Scale Lateral Foundation with Fine and Coarse Gravel Backfills Subjected to Static, Cyclic, and Dynamic Lateral Loads" (view)
more...
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Data Re-use Status: This Project does not reuse data from other projects.