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Creators/Authors contains: "Abdoun, T."

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  1. ; ; ; ( , Journal of Geotechnical and Geoenvironmental Engineering)
    Full Text Available 
  2. ; ; ; ( , Soil dynamics and earthquake engineering)
    Two centrifuge experiments were conducted at Rensselaer Polytechnic Institute (RPI) to evaluate and assess the validity of the generalized scaling laws. The experiments were performed within the framework of the Liquefaction Experiments and Analysis Project (LEAP) and consisted of testing a saturated sloping deposit subjected to a tapered base input acceleration. The two tested models reflected consistent soil conditions but were built based on different scaling principles. The first model observed the conventional scaling laws for centrifuge physical modeling. The second model reflected the generalized scaling laws. The two tested models exhibited consistent response before liquefaction. The generalized scaling model showed a higher susceptibility to liquefaction and had a higher rate of pore pressure buildup. 
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    Accepted Manuscript Full Text Available
  3. ; ; ; ( , Journal of Geotechnical and Geoenvironmental Engineering)
    Full Text Available 
  4. ; ; ( , Soil dynamics and earthquake engineering)
    A series of centrifuge tests of a sloping ground were conducted at Rensselaer Polytechnic Institute (RPI). These tests were used to monitor and assess the soil response, in terms of generated accelerations, excess pore water pressure (EPWP) and associated lateral spreading, as a function of variations in the dynamic input motion and soil relative density. This series of tests are part of the Liquefaction Experiments and Analysis Projects (LEAP-2017), an international effort to assess the repeatability and reproducibility of centrifuge experimental results, and verify and validate soil liquefaction numerical tools using the experimental data. 
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    Accepted Manuscript Full Text Available