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NEES Project Warehouse

Understanding and Improving the Seismic Behavior of Pile Foundations in Soft Clays
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Experiment contains unprocessed and converted data, and visualisation files. Experiment contains the experimental report.

Complete - 11/12/2012

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Experiment-3: Quasi-static Tests in Unimproved Soil (TPU)
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DOI:10.4231/D3DZ03271
Experiment Type: Field
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
Equipment: View Details
Specimen Type: Test Pile in Unimproved Soil (TPU)
Material: Soil Profile Soil Profile (view)
Pile Cap Pile Cap (view)
Pile Pile (view)
more...

Sensors: MTS and Strain Gages
MTS, Tilt, String Potentiometers, and Pore Water Pressure
Drawings:
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Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. quasi-static
  2. lateralforces
  3. pilefoundation
  4. steel pipe
  5. softclay
Cite this work:
Bradley Fleming, Sri Sritharan, G.A. Miller, Kanthasamy Muraleetharan (2014). "Quasi-static Tests in Unimproved Soil (TPU)", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3DZ03271