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    Seismic Performance of Earth Embankment Using Simple and Advanced Numerical Approaches 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Gaetano; Elia; Mohamed; Rouainia
    Publisher: American Society of Civil Engineers
    Abstract: To fully implement seismic performance-based design for geotechnical structures, it is necessary to be able to correctly identify relevant earthquake records for the site in question in conjunction with advanced constitutive ...
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    Increasing the Resistance of Piles Subject to Cyclic Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): J. Peng; B. G. Clarke; M. Rouainia
    Publisher: American Society of Civil Engineers
    Abstract: Small-scale tests were carried out on a monopile and fin piles to determine the effect the length of fins had upon the lateral displacement of cyclically loaded piles. A variety of loading conditions were applied to model ...
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    Nonlinear Finite-Element Prediction of the Performance of a Deep Excavation in Boston Blue Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Mohamed Rouainia; Gaetano Elia; Stylianos Panayides; Peter Scott
    Publisher: American Society of Civil Engineers
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    Control Variate Approach for Efficient Stochastic Finite-Element Analysis of Geotechnical Problems 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 003
    Author(s): Charlton T. S.;Rouainia M.;Dawson R. J.
    Publisher: American Society of Civil Engineers
    Abstract: Monte Carlo simulation is the most versatile solution method for problems in stochastic computational mechanics but suffers from a slow convergence rate. The number of simulations required to produce an acceptable accuracy ...
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