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Dynamic Passive Pressure on Full-Scale Pile Caps
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Experiment contains converted sensor measurements and required metadata and documentation.

Complete - 06/21/2013

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Backfill Test # 7: Densely Compacted Clean Sand with MSE Wall Panels
Experiment Type: Field
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 soil zone. The pile caps were subjected to static, cyclic and dynamic loadings. The hydraulic load actuators statically loaded (pushed slowly) the pile cap to target displacement levels that were incrementally larger. For each level, the actuators would apply low frequency, small displacement loading cycles to the pile cap, and an eccentric mass shaker would apply higher frequency, small displacement dynamic load cycles.
Dates: June 18, 2007 - June 18, 2007
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
Equipment:
Specimen Type: Testing Layout (view)
Material: Backfill Zone Backfill Zone (view)
Piles and Pile Cap Piles and Pile Cap (view)
MSE Walls MSE Walls (view)
more...

Sensors: Sensors for Test 09
Drawings: more...
Data:
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Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. backfill
  2. Pile cap
  3. cyclic loading
  4. dynamic loading
  5. static loading
  6. lateral load