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    Correlation of Elastic Modulus and Permeability in Concrete Subjected to Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 007
    Author(s): Quentin B. Travis; Barzin Mobasher
    Publisher: American Society of Civil Engineers
    Abstract: The laboratory testing of concrete has shown that elevated temperatures cause air permeability index (API) increase and elastic modulus
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    Relationship between Hazen–William and Colebrook–White Roughness Values 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Quentin B. Travis; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: Despite advances in computing technology and derivation of explicit approximation formulas, the experimentally verified and widely applicable Colebrook–White friction factor formula is often rejected in favor of the limited ...
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    Closure to “Prediction of Intake Vortex Risk by Nearest Neighbors Modeling” by Quentin B. Travis and Larry W. Mays 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Quentin B. Travis; Larry W. Mays
    Publisher: American Society of Civil Engineers
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    Prediction of Intake Vortex Risk by Nearest Neighbors Modeling 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Quentin B. Travis; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: Vortex formation at intakes can cause damage, clogging, reduced flow efficiency, and even loss of life. For practical prediction of vortex risk, engineers often compare expected design parameters with published data by ...
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    Optimizing Retention Basin Networks 

    Source: Journal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Quentin B. Travis; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: Retention basins are an effective and common means of flood control. Differing from detention, retention fully contains a particular storm event, using infiltration as the primary means of disposal. For a complex watershed ...
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    Meta-Analysis of 301 Slope Failure Calculations. I: Database Description 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Quentin B. Travis; Mark W. Schmeeckle; David M. Sebert
    Publisher: American Society of Civil Engineers
    Abstract: Since the early part of the twentieth century, two-dimensional limit equilibrium (2DLE) analysis has been the scientific community’s primary means of slope stability calculation. However, it is well established that the ...
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    Meta-Analysis of 301 Slope Failure Calculations. II: Database Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Quentin B. Travis; Mark W. Schmeeckle; David M. Sebert
    Publisher: American Society of Civil Engineers
    Abstract: In response to the growing need for statistical information regarding slope stability risk analysis, this work applies inferential analysis to a compiled database of 157 failed slopes and corresponding 301 safety factor ...
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    Unsaturated Infinite Slope Stability Considering Surface Flux Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Quentin B. Travis; Sandra L. Houston; Fernando A. M. Marinho; Mark Schmeeckle
    Publisher: American Society of Civil Engineers
    Abstract: A slope stability model is derived for an infinite slope subjected to unsaturated infiltration flow above a phreatic surface. Closed form steady state solutions are derived for the matric suction and degree of saturation ...
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