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Centrifuge Tests for Static and Seismic Soil-Culvert-Interaction (SCI) of Square Box Culvert Inside Dry Cohesionless Soil
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  Experiment-1: Test 1: Thick Box Culvert in 90% relative Density sand
Dates: May 19, 2010 to Present
Description: In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa right on top of culvert position as case B and the surface...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-2: Test 2: Thick Box Culvert in 50% relative Density sand
Dates: June 10, 2010 to Present
Description: In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa right on top of culvert position as case B and the surface...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-3: Test 3: Thin Box Culvert in 50% relative Density sand
Dates: June 14, 2010 to Present
Description: In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa right on top of culvert position as case B and the surface...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-4: Test 4: Thin Box Culvert in 90% relative Density sand
Dates: August 02, 2010 to Present
Description: In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa right on top of culvert position as case B and the surface...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States
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