Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

Dynamic Passive Pressure on Full-Scale Pile Caps
Curation progress:

Experiment contains converted sensor measurements and required metadata and documentation.

Complete - 06/21/2013

What's this?

The curation dashboard shows your progress as you add required elements to your project or experiment.

Complete
Incomplete
None
Baseline Test to Recheck Baseline Response
Experiment Type: Field
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 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 21, 2007 - June 21, 2007
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
Equipment:
Specimen Type: Testing Layout (view)
Material: Piles and Pile Cap Piles and Pile Cap (view)
Reaction Foundation Reaction Foundation (view)
Backfill Zone Backfill Zone (view)
Sensors: Sensors for Test 11
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Loading Trial-2..
Loading Trial-3..
Loading Trial-4..
Loading Trial-5..
Loading Trial-6..
Loading Trial-7..
Loading Trial-8..
Loading Trial-9..
Loading Trial-10..
Loading Trial-11..
Loading Trial-12..
Loading Trial-13..
Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. lateral load
  2. backfill
  3. Pile cap
  4. cyclic loading
  5. dynamic loading
  6. static loading