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Complete - 06/21/2013
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|PI(s):||Travis Gerber, Kyle Rollins|
|Dates:||May 16, 2007 to Present|
Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
|Organization(s):||Brigham Young University, UT, United States|
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)
|Sponsor:||NSF - 0421312 (view)|
BYU NEESR Phase 2 (view)
|Group Space:||Project:Dynamic Passive Pressure on Full-Scale Pile Caps|
|Report on Data Status:||View Report|
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.|