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NEES Project Warehouse

Dynamic Passive Pressure on Full-Scale Pile Caps
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Initial Shaker Test
Dates: May 17, 2007 - May 17, 2007
Description: Test done to check the functionality of data acquisition and equipment. There was no backfill in place.
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-2: Initial Baseline Test and Conditioning of Pile Cap with Several Displacement Cycles
Dates: May 18, 2007 - May 18, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with no backfill in place. This test is one out of three that did not have a backfill in place. The test site had three basic features: a reaction foundation, a test pile cap,...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-3: Backfill Test #1: Densely Compacted Clean Sand
Dates: May 25, 2007 - May 25, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of densely compacted clean sand. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-4: Backfill Test #2: Loosely Compacted Clean Sand
Dates: May 29, 2007 - May 29, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of loosely compacted clean sand. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-5: Backfill Test #3: 3-ft Wide Gravel Zone with Loosely Compacted Sand and Later with No Backfill
Dates: June 01, 2007 - June 01, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of 3-ft wide gravel zone with loosely compacted sand. Also, a test with no backfill in place was done. The test site had three basic features: a reaction...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-6: Backfill Test #4: 6-ft Wide Gravel Zone with Loosely Compacted Clean Sand
Dates: June 04, 2007 - June 04, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of 6-ft wide gravel zone with loosely compacted clean sand. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-7: Backfill Test # 5: Loosely Compacted Fine Gravel
Dates: June 06, 2007 - June 06, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of loosely compacted fine gravel. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-8: Backfill Test # 6: Densely Compacted Fine Gravel
Dates: June 11, 2007 - June 11, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of densely compacted fine gravel. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-9: Backfill Test # 7: Densely Compacted Clean Sand with MSE Wall Panels
Dates: June 18, 2007 - June 18, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of densely compacted clean sand and with MSE wall panels. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-10: Backfill Test # 8: Loosely Compacted Coarse Gravel
Dates: June 21, 2007 - June 21, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of loosely compacted coarse gravel. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-11: Baseline Test to Recheck Baseline Response
Dates: June 21, 2007 - June 21, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with no backfill. This test was used as the baseline response. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States


  Experiment-12: Backfill Test # 9: Densely Compacted Coarse Gravel
Dates: June 26, 2007 - June 26, 2007
Description: Tests were done to assess the lateral load response of full-scale pile cap with a backfill condition of densely compacted coarse gravel. The test site had three basic features: a reaction foundation, a test pile cap, and the backfill soil zone. The pile...
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
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