Nees.org will be unavailable Tuesday September 2th from 7am-12pm EST for scheduled maintenance. Tool sessions will be expired. We apologize for any inconvenience that may occur.

Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

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

PI made experiment publically visible.

Complete - 02/06/2009

What's this?

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

Complete
Incomplete
None
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
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..
Documentation:
Related Documents:
Analysis:
No files available
Images:
No Images Found.
Tags (keywords):
  1. Soil Structure Interaction
  2. Shaker
  3. Soil Resistance