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Dynamic Passive Pressure on Full-Scale Pile Caps: Phase 1
Curation progress:

PI made experiment publically visible.

Complete - 02/06/2009

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Experiment-4: August 16, 2005
Experiment Type: Other
Description: This project will use loading rams (i.e., actuators) and a shaker mounted to a foundation to approximate an earthquake loading. The resistance provided by various backfill soils under different magnitudes and rates of cyclic loading will then be determined. Nine tests were completed with shaker frequencies ranging from 1 to around 10 Hz. An incremental increase of 0.5 Hz was used during testing.
Dates: August 16, 2005 - February 06, 2009
Facility: Brigham Young University, UT, United States
University of California, Los Angeles, CA, United States
Equipment: View Details
Specimen Type: Soil
Material: Component 1 Component 1 (view)
Sensors: BYU - Sensor Location Plan
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Tags (keywords):
  1. Soil Structure Interaction
  2. Shaker
  3. Soil Resistance