Dynamic Passive Pressure on Full-Scale Pile Caps (NEES-2007-0348)

<p><strong>Title:</strong> Dynamic Passive Pressure on Full-Scale Pile Caps (NEES-2007-0348)</p> <p><strong>Year Of Curation: </strong>2013</p> <p><strong>Description: </strong>For bridges and other structures subject to lateral loadings, passive earth pressure contributes</p> <p><strong>Award: </strong>http://www.nsf.gov/awardsearch/showAward?AWD_ID=0421312</p> <p><strong>PIs &amp; CoPIs: </strong>Travis Gerber, Kyle Rollins</p> <p><strong>Dates: </strong>May 16, 2007 to Present</p> <p><strong>Organizations: </strong>Brigham Young University, UT, United States</p> <p><strong>Facilities: </strong>Brigham Young University, UT, United States,University of California, Los Angeles, CA, United States</p> <p><strong>Sponsor: </strong>NSF - 0421312</p> <p><strong>Keywords: </strong> N/A</p> <p><strong>Publications:&nbsp;</strong></p> <p>Colin R. Cummins; Joshua M. Pruett, &quot;Dynamic Passive Pressure on Abutments and Pile Caps&quot;</p> <p>Colin Cummins, &quot;Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings&quot;</p> <p>Joshua M. Pruett, &quot;Performance of a Full-Scale Lateral Foundation with Fine and Coarse Gravel Backfills Subjected to Static, Cyclic, and Dynamic Lateral Loads&quot;</p> <nb:citations></nb:citations>