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    Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Brent Robinson; Vinicio Suarez; Mohammed A. Gabr; Mervyn Kowalsky
    Publisher: American Society of Civil Engineers
    Abstract: A simplified approach for modeling soil and foundation system supported bridge bents is applied to three bridges that represent three pile types and three superstructures. This point-of-fixity approach is applied by modeling ...
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    Configuration Optimization of Drilled Shafts Supporting Bridge Structures: Three Case Studies 

    Source: Practice Periodical on Structural Design and Construction:;2012:;Volume ( 017 ):;issue: 003
    Author(s): Brent Robinson; Vinicio Suarez; Mohammed Gabr; Mervyn Kowalsky
    Publisher: American Society of Civil Engineers
    Abstract: A common approach to estimating the point of fixity is to utilize the results of a single pile lateral analysis. Although no universal agreement exists as to the definition of the location of the point of fixity, it is ...
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    Performance-Cost Analysis of Stabilized Undercut Subgrades 

    Source: Journal of Construction Engineering and Management:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Benjamin Cote; Brent Robinson; M. A. Gabr; Roy H. Borden
    Publisher: American Society of Civil Engineers
    Abstract: An approach for comparatively evaluating the performance cost of undercut subgrade stabilization measures is presented. The performance-cost analysis coupled results from laboratory cyclic load testing with material prices ...
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    Evaluation of Rotational Stiffness of Elastomeric Bearing Pad-Anchor Bolt Connections on Deep Foundation Bents 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    Author(s): Aidcer L. Vidot-Vega; Ben Possiel; Brent Robinson; Mervyn J. Kowalsky; Mohammed A. Gabr
    Publisher: American Society of Civil Engineers
    Abstract: Experimental tests are performed on a bearing pad-anchor bolt connection to study rotational stiffness and moment transfer capabilities of a typical bridge configuration. The experimental program is divided in two phases. ...
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