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    Discussion of “Support Mechanisms of Rammed Aggregate Piers. II: Numerical Analyses” by Ha T. V. Pham and David J. White 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): J. Tanner Blackburn
    Publisher: American Society of Civil Engineers
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    Discussion of “Support Mechanisms of Rammed Aggregate Piers. I: Experimental Results” by David J. White, Ha T. V. Pham, and Kenneth K. Hoevelkamp 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): J. Tanner Blackburn
    Publisher: American Society of Civil Engineers
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    Finite-Element Analysis of Time Domain Reflectometry Cable-Grout-Soil Interaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): J. Tanner Blackburn; Charles H. Dowding
    Publisher: American Society of Civil Engineers
    Abstract: Three-dimensional finite element analysis is combined with field and laboratory measurement of time domain reflectometry (TDR) cable-grout response to analyze the interaction between the cable, grout, and surrounding soil ...
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    Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): J. Tanner Blackburn; Richard J. Finno
    Publisher: American Society of Civil Engineers
    Abstract: Several three-dimensional effects were observed in the performance monitoring data collected during excavation for the Ford Engineering Design Center in Evanston, Illinois. The elevations of the soil around the excavation ...
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    Three-Dimensional Effects for Supported Excavations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Richard J. Finno; J. Tanner Blackburn; Jill F. Roboski
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of 150 finite-element simulations conducted to define the effects of excavation geometry, i.e., length, width, and depth of excavation, wall system stiffness, and factor of safety against ...
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    Evaluating Damage Potential in Buildings Affected by Excavations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Richard J. Finno; Frank T. Voss Jr.; Edwin Rossow; J. Tanner Blackburn
    Publisher: American Society of Civil Engineers
    Abstract: Predicting building damage due to ground movements caused by excavations is an important design consideration when building in a congested urban environment. Current predictive approaches range from empirical methods to ...
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