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

By Travis Gerber1, Kyle Rollins1

1. Brigham Young University, UT, United States

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Abstract

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

Year Of Curation: 2013

Description: For bridges and other structures subject to lateral loadings, passive earth pressure contributes

Award: http://www.nsf.gov/awardsearch/showAward?AWD_ID=0421312

PIs & CoPIs: Travis Gerber, Kyle Rollins

Dates: May 16, 2007 to Present

Organizations: Brigham Young University, UT, United States

Facilities: Brigham Young University, UT, United States,University of California, Los Angeles, CA, United States

Sponsor: NSF - 0421312

Keywords: N/A

Publications: 

Colin R. Cummins; Joshua M. Pruett, "Dynamic Passive Pressure on Abutments and Pile Caps"

Colin Cummins, "Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings"

Joshua M. Pruett, "Performance of a Full-Scale Lateral Foundation with Fine and Coarse Gravel Backfills Subjected to Static, Cyclic, and Dynamic Lateral Loads"

Cite this work

Researchers should cite this work as follows:

  • Travis Gerber; Kyle Rollins (2017), "Dynamic Passive Pressure on Full-Scale Pile Caps (NEES-2007-0348)," https://datacenterhub.org/resources/14343.

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