NEES Project Warehouse
Dynamic Passive Pressure on Full-Scale Pile Caps
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Incomplete - 03/05/2013
Last curation request: 03/05/2013
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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)
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| Sponsor: | NSF - 0421312 (view) |
| Website(s): |
BYU NEESR Phase 2 (view) |
| Group Space: | Project:Dynamic Passive Pressure on Full-Scale Pile Caps |
| Report on Data Status: | View Report |
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| 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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