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Study of Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: LG0: Full Scale Level Ground
Dates: October 18, 2006 - November 22, 2006
Description: The objective of this experiment is to study liquefied soil and lateral spreading mechanisms in the free field. This is a full scale test of a water-saturated level site that was conducted at the State University of New York at Buffalo (UB) using a laminar...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-4: SG1: Full Scale Sloping Ground
Dates: April 23, 2007 - May 18, 2007
Description: Test SG1 involved a 5.6m deep, loose saturated clean sand deposit constructed inside this laminar box at the U. at Buffalo using a hydraulic fill technique. The box was inclined at an angle of 2 degrees to the horizontal in order to simulate an infinite...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-9: FFP1: Free Field - Low Compressibility Scaled Sand
Dates: April 25, 2007 - April 30, 2007
Description: Centrifuge test of uniform, inclined, loose, saturated sand deposit, corresponding to a free field model subjected to shaking. The model was conducted by using a Scaled Sand technique to closely match the prototype soil permeability. Built using low...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-10: FFP2: Free Field - High Compressibility Scaled Sand
Dates: October 28, 2007 - November 05, 2007
Description: Centrifuge model which studies lateral spreading in the free field due to soil liquefaction. Built using silty sand with high compressibility, deposited by dry pluviation and saturated by water. A reduced particle size was used in order to approach the...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-11: FFV1: Free Field - Low Compressibility Sand and Viscous Fluid
Dates: April 07, 2007 - April 25, 2007
Description: This centrifuge test of uniform, inclined, loose, saturated sand deposits, corresponding to a free field model subjected to shaking. The model was conducted by using a Viscous Fluid technique to closely match the prototype soil permeability. This test...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-12: FFV3: Free Field - Low Compressibility Sand and Viscous FLuid (Greater Input Acceleration)
Dates: July 01, 2007 - July 11, 2007
Description: This centrifuge test of uniform, inclined, loose, saturated sand deposits, corresponding to a free field model subjected to shaking. The model was conducted by using a Viscous Fluid technique to closely match the prototype soil permeability. This test...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-13: PFP1: Pile Lateral Spreading - Low Compressibility Scaled Sand
Dates: August 02, 2007 - August 20, 2007
Description: Centrifuge model studying the liquefaction response of a soil deposit with the presence of a pile foundation. A soil deposit of smaller grain size than the prototype sand (Scaled Sand) was used in order to approach the prototype permeability. The model...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-14: PFP2: Lateral Spreading With Two Piles - Silty Sand
Dates: October 20, 2006 - November 17, 2006
Description: Centrifuge model studying the liquefaction response of a soil deposit which has attached two identical piles foundations. A soil deposit consisting of a combination of Nevada sand and non-plastic silt was used in order to approach the prototype permeability...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-15: PFP3: Pile Lateral Spreading - Silty Sand
Dates: April 01, 2007 - April 07, 2007
Description: Centrifuge model studying the liquefaction response of a soil deposit with the presence of a pile foundation. Built using silty sand with high compressibility, deposited by dry pluviation and saturated by water. A reduced particle size was used in order...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-16: PFV1: Pile Lateral Spreading - Low Compressibility Sand and Viscous Fluid
Dates: July 12, 2007 - August 02, 2007
Description: Centrifuge model studying the liquefaction response of a soil deposit with the presence of a pile foundation. The model was saturated by using a Viscous Fluid technique to closely match the prototype soil permeability. Built using low compressibility...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-17: PFV2: Lateral Spreading With Two Piles - Coarse Sand and Viscous Fluid
Dates: October 17, 2006 - October 30, 2006
Description: Centrifuge model studying the liquefaction response of a soil deposit which has attached two identical piles foundation. A soil deposit consisting of coarse sand and saturated by viscous fluid in order to approach the prototype permeability.
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-18: Measuring the Constrained Modulus (M) of a very loose Ottawa F55 Sand deposit simulating a Hydraulic Fill
Dates: December 01, 2009 - December 01, 2009
Description: The objective of this experiment was to calculate the Constrained Modulus of a very loose deposit of Ottawa F55 Sand. This is to try to characterize the stiffness of the soil in a parameter that is related to the compressibility of the soil since it...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-19: Measuring the Constrained Modulus (M) of Ottawa F55 Sand
Dates: January 13, 2010 - January 13, 2010
Description: The objective of this experiment was to calculate the Constrained Modulus of Ottawa F55 Sand. This is to try to characterize the stiffness of the soil in a parameter that is related to the compressibility of the soil since it is easy to measure in the...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-20: Liquefaction Susceptability and Measuring the Constrained Modulus (M) of a 92% Dr Ottawa F55 Sand deposit
Dates: February 09, 2010 - February 09, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Constrained Modulus (M) of a 92% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-21: Liquefaction Susceptability and Measuring the Constrained Modulus (M) of a 75% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4
Dates: March 15, 2010 - March 15, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Constrained Modulus (M) of a 75% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-22: Measuring the Constrained Modulus (M) of a 45% Dr Ottawa F55 Dry Sand deposit after Overconsolidation to OCR = 4
Dates: May 03, 2010 - May 03, 2010
Description: The objective of this experiment was to calculate the Constrained Modulus of a 45% Dr Dry Ottawa F55 Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in a parameter that is related to the compressibility...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-23: Liquefaction Susceptability and Measuring the Constrained Modulus (M) of a 45% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4
Dates: May 18, 2010 - May 18, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Constrained Modulus (M) of a 45% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-24: Studying the Liquefaction Susceptability and Measuring the Constrained Modulus (M) of a 75% Dr Normally Consolidated Ottawa F55 Sand deposit
Dates: June 21, 2010 - June 21, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Constrained Modulus (M) of a 75% Dr Normally Consolidated Ottawa F55 Sand deposit. This is to try to characterize the stiffness of the soil in a parameter that...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-25: Studying the Liquefaction Susceptability and Measuring the Constrained Modulus (M) of a 45% Dr Normally Consolidated Ottawa F55 Sand deposit
Dates: July 13, 2010 - July 13, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Constrained Modulus (M) of a 45% Dr Normally Consolidated Ottawa F55 Sand deposit. This is to try to characterize the stiffness of the soil in a parameter that...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-26: Measuring the Constrained Modulus (M) of a 75% Dr Nevada Sand deposit after Overconsolidation to OCR = 4
Dates: August 09, 2010 - August 09, 2010
Description: The objective of this experiment was to calculate the Constrained Modulus of a 75% Dr Nevada Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in a parameter that is related to the compressibility...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-27: Measuring the Constrained Modulus (M) of a 45% Dr Nevada Sand deposit after Overconsolidation to OCR = 4
Dates: August 16, 2010 - August 16, 2010
Description: The objective of this experiment was to calculate the Constrained Modulus of a 45% Dr Nevada Sand deposit after Overconsolidation to OCR = 4. This is to try to characterize the stiffness of the soil in a parameter that is related to the compressibility...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-29: Studying the Liquefaction Susceptability and Measuring the Shear Wave Velocity of a 75% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4
Dates: November 22, 2010 - November 22, 2010
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Shear Wave Velocity of a 75% Dr Ottawa F55 Sand deposit saturated with 25cp viscous fluid after Overconsolidation to OCR = 4. The Shear Wave Velocity profile...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-30: Studying the Liquefaction Susceptability and Measuring the Shear Wave Velocity of a 92% Dr Ottawa F55 Sand deposit after Overconsolidation to OCR = 4
Dates: February 01, 2011 - February 01, 2011
Description: The objective of this experiment is to study the liquefaction susceptability and measure the Shear Wave Velocity of a 92% Dr Ottawa F55 Sand deposit saturated with 25cp viscous fluid after Overconsolidation to OCR = 4. The Shear Wave Velocity profile...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States


  Experiment-32: Ground motion calibration for the 2D laminar container
Dates: October 01, 2013 - October 11, 2013
Description: Centrifuge model which calibrates the ground motion in the free field. Built using Ottawa sand, deposited by dry pluviation and saturated by water. The purpose of the experiment is to calibrate the shaker and the 2D laminar container subjected to small...
Facility: Rensselaer Polytechnic Institute, Troy, NY, United States
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