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    Particle-Scale Mechanisms in Undrained Triaxial Compression of Biocemented Sands: Insights from 3D DEM Simulations with Flexible Boundary 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Pu Yang; Edward Kavazanjian; Narayanan Neithalath
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) discrete element method (DEM)-based numerical model is used to simulate the macromechanical response of sand strengthened using microbially induced carbonate precipitation (MICP) under undrained ...
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    3D DEM Simulations of Drained Triaxial Compression of Sand Strengthened Using Microbially Induced Carbonate Precipitation 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Pu Yang; Sean O’Donnell; Nasser Hamdan; Edward Kavazanjian; Narayanan Neithalath
    Publisher: American Society of Civil Engineers
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    Forced Vibrations of Supercritically Transporting Viscoelastic Beams 

    Source: Journal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 005:;page 51007
    Author(s): Hu Ding; Li-Qun Chen; Shao-Pu Yang; Guo-Ce Zhang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study focuses on the steady-state periodic response of supercritically transporting viscoelastic beams. In the supercritical speed range, forced vibrations are investigated for traveling beams ...
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