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 19, 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 lateral quasi-static loads at a maximum rate of 0.2 inches per second. Several cycles were applied at increasing levels of displacement magnitude to a maximum magnitude of about 20 inches. A hydraulic actuator from Iowa State University (ISU) was used to apply the loads.|
|Dates:||October 19, 2010 - October 19, 2010|
|Facility:||University of California, Los Angeles, CA, United States|
|Specimen Type:||Test Pile in Unimproved Soil (TPU)|
Pile Cap (view)
MTS and Strain Gages
MTS, Tilt, String Potentiometers, and Pore Water Pressure
No files available
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