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Using NEES as a Testbed fo Studying Soil-Foundation-Structure Interaction: Centrifuge Tests
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: MIL01:First Centrifuge Test Series
Dates: October 01, 2004 - February 18, 2005
Description: This test series includes a scale model of a two-bay prototype bridge structure with the sloping ground conditions that are assumed to exist at the site of the prototype bridge structure. Due to the sloping ground, the two bays are supported by three...
Facility: Default Organization
University of California, Davis, CA, United States
Unconnected Bridge Bents with Model on the Arm

 Launch

16 Interactive Files
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  Experiment-4: MIL03: Third Centrifuge Test Series
Dates: December 01, 2005 - January 31, 2006
Description: The soil model was prepared with 80% relative density, dry Nevada sand. The structural models involve different pile head conditions, pile embedments, and pile head masses. The model was tested under earthquakes with different ground motion characteristics...
Facility: Default Organization
University of California, Davis, CA, United States
Plan View of the Model

 Launch

29 Interactive Files
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  Simulation-3: Simulation of MIL 03_ 2D soil Shear beam
Dates: November 25, 2006 - April 30, 2007
Description: The soil model tested in MIL03 test series (80% density Nevada sand) is modeled in OpenSEES using 2D finite elements. The soil is modeled using 4-node quad element with PDMY (pressure dependent multi yield) material. The mass density of soil is increased...
Facility: University of California, Davis, CA, United States


  Experiment-3: MIL02: Second Centrifuge Test Series
Dates: March 01, 2005 - May 21, 2005
Description: In this centrifuge test series, nine 1.22 m outer diameter prototype concrete piles were modeled using aluminum tubing with an outer diameter of 19.05 mm (0.75 in.) and a wall thickness of 0.89 mm (0.035 in.). The above ground clear height is 75 mm for...
Facility: Default Organization
University of California, Davis, CA, United States
Plan View of the Model

 Launch

30 Interactive Files
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  Simulation-1: Simulation of MIL 03_2D Soil and FSB2 container
Dates: March 01, 2007 - July 31, 2007
Description: A flexible shear beam container (FSB2) was considered in this study. The FSB2 container consists of an aluminum base plate and five metal rings, with overall dimensions of 1.651??0.788??0.584 m in length, width, and height, respectively. The container...
Facility: University of California, Davis, CA, United States


  Simulation-2: Simulation of MIL 03_2D Soil, FSB2 container, and Shaker
Dates: May 01, 2007 - September 27, 2007
Description: The horizontal shaking table system of the UC Davis centrifuge facility is considered for this present study. Excitation to the system is applied through the actuator elements. A simplistic approximation of the actuator and control system using springs...
Facility: University of California, Davis, CA, United States
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