NEES Project Warehouse
Experiment contains unprocessed and converted data, and visualisation files. Experiment contains the experimental report.
Complete - 11/12/2012
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|Description:||Experiment was performed on October 14, 2010 in Miami, Oklahoma. A full geotechnical site evaluation was performed and provided in the documentation folder. A circular pipe pile with a diameter of 12.75", a sidewall thickness of 3/8", and a length of 23' was installed in soft clay. The pile cap was subjected to sinusoidal lateral loads at frequencies ranging from 0.4 Hz to 8 Hz and displacement magnitudes ranging from 0.01 inches to 4.5 inches. A hydraulic linear shaker from the NEES facility at the University of California, Los Angeles (UCLA) was used to apply the loads.|
|Dates:||October 14, 2010 - October 14, 2010|
|Facility:||University of California, Los Angeles, CA, United States|
|Specimen Type:||Test Pile in Unimproved Soil (TPU)|
Soil Profile (view)
Pile Cap (view)
MTS and Strain Gages
MTS, Accelerometers, Pore Water Pressure, and Potentiometers
No files available
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