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Understanding and Improving the Seismic Behavior of Pile Foundations in Soft Clays
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Dynamic Tests in Improved Soil (TPI)
Dates: October 12, 2010 - October 13, 2010
Description: Experiment was performed on October 12, 2010 in Miami, Oklahoma. A full geotechnical site evaluation was performed and is provided in the documentation folder. A circular pipe pile with a diameter of 12.75", a sidewall thickness of 3/8", and a length...
Facility: University of California, Los Angeles, CA, United States
Dynamic laterally loaded pipe pile in improved soil

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45 Interactive Files
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  Experiment-2: Dynamic Tests in Unimproved Soil (TPU)
Dates: October 14, 2010 - October 14, 2010
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...
Facility: University of California, Los Angeles, CA, United States
Enter experiment photo caption

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20 Interactive Files
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  Experiment-3: Quasi-static Tests in Unimproved Soil (TPU)
Dates: October 19, 2010 - October 19, 2010
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...
Facility: University of California, Los Angeles, CA, United States
Enter experiment photo caption

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10 Interactive Files
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  Experiment-4: Quasi-static Tests in Improved Soil (TPI)
Dates: October 20, 2010 - October 20, 2010
Description: Experiment was performed on October 20, 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...
Facility: University of California, Los Angeles, CA, United States
Enter experiment photo caption

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8 Interactive Files
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  Experiment-5: Cyclic Loading of Single Piles-Centrifuge Model No.2
Dates: May 04, 2010 - May 05, 2011
Description: In this test, cyclic lateral loading behavior of single piles in unimproved and cement-improved soft clay was investigated. Dimensions (length x width x depth) of the improved ground were: 9Dx9Dx6D, 13Dx13Dx9D and 17Dx17Dx12D. D (= 9.52 mm) is the outside...
Facility: University of California, Davis, CA, United States


  Experiment-6: Dynamic Loading of Single Piles- Centrifuge Model No.2
Dates: May 10, 2010 - May 11, 2010
Description: In this test, cyclic lateral loading behavior of single piles in unimproved and cement-improved soft clay was investigated. Dimensions (length x width x depth) of the improved ground were: 9D×9D×6D, 13D×13D×9D and 17D×17D×12D. D (= 9.52 mm) is...
Facility: University of California, Davis, CA, United States


  Experiment-7: Dynamic Loading of Single Piles-Centrifuge Model No.1
Dates: September 03, 2009 - September 03, 2009
Description: In this test, seismic behavior of single piles in unimproved and cement-improved soft clay was investigated. Dimensions (length x width x depth) of the improved ground were: 9D×9D×6D, 13D×13D×9D and 17D×17D×12D. D (= 15.87 mm) is the outside diameter...
Facility: University of California, Davis, CA, United States


  Experiment-8: Cyclic Loading of Single Piles - Centrifuge Model No.1
Dates: August 28, 2009 - August 31, 2009
Description: In this test, cyclic lateral loading behavior of single piles in unimproved and cement-improved soft clay was investigated. Dimensions (length x width x depth) of the improved ground were: 9D×9D×6D, 13D×13D×9D and 17D×17D×12D. D (= 15.87 mm) is...
Facility: University of California, Davis, CA, United States


  Experiment-9: Seismic and Cyclic Lateral Load Tests of Pile Groups and Single Piles - Centrifuge Model No. 4
Dates: May 31, 2012 - August 30, 2012
Description: Soft clays have undrained shear strength lower than 25 kPa. To satisfy the requirements of the testing soil, i.e., low strength and acceptable permeability, commercially available Kaolin and white fine sand were selected for mixing. The mixture consisted...
Facility: University of California, Davis, CA, United States
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