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    Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Murad Y. Abu-Farsakh; Hani H. Titi
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the applicability of eight direct cone penetration test (CPT) methods to predict the ultimate load capacity of square precast prestressed concrete (PPC) driven friction piles. Analyses and evaluation ...
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    Finite-Element Analysis of Inclined Piezocone Penetration Test in Clays 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 003
    Author(s): Lei Wei; Murad Y. Abu-Farsakh; Mehmet T. Tumay
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional finite-element analysis was performed to analyze the effect of soil anisotropy on the inclined piezocone penetration test in normally consolidated clay. The piezocone penetration was numerically simulated ...
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    Implementation of a Critical State Two-Surface Model to Evaluate the Response of Geosynthetic Reinforced Pavements 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 005
    Author(s): Munir D. Nazzal; Murad Y. Abu-Farsakh; Louay N. Mohammad
    Publisher: American Society of Civil Engineers
    Abstract: A finite-element model was developed using ABAQUS software package to investigate the effect of placing geosynthetic reinforcement within the base course layer on the response of a flexible pavement structure. A critical ...
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    Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Md. Nafiul Haque; Murad Y. Abu-Farsakh; Ching Tsai; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
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    Prediction of Resilient Modulus of Cohesive Subgrade Soils from Dynamic Cone Penetrometer Test Parameters 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 011
    Author(s): Louay N. Mohammad; Ananda Herath; Murad Y. Abu-Farsakh; Kevin Gaspard; Ravindra Gudishala
    Publisher: American Society of Civil Engineers
    Abstract: Current pavement design procedures recommend the resilient modulus of subgrade materials for pavement design and analysis. The objective of this paper is to develop two statistical models to predict the resilient modulus ...
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    Implementation of LRFD of Drilled Shafts in Louisiana 

    Source: Journal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 002
    Author(s): Xinbao Yu; Murad Y. Abu-Farsakh; Sungmin Yoon; Ching Tsai; Zhongjie Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents reliability-based analyses for the calibration of resistance factor for axially loaded drilled shafts. A total of 16 cases of drilled-shaft load tests were collected from the Louisiana Department of ...
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