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    Long‐Term Behavior of Buried Large‐Span Culverts 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 004
    Author(s): Michael McVay; Panayiotis Papadopoulos
    Publisher: American Society of Civil Engineers
    Abstract: A study is reported on the modeling of large‐span flexible corrugated culverts in the centrifuge environment with emphasis on simulating the construction sequence and long‐term viscous consolidation behavior in cohesive ...
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    Cyclic Behavior of Pavement Base Materials 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Michael McVay; Yongyuth Taesiri
    Publisher: American Society of Civil Engineers
    Abstract: The influence of stress path on the stress‐strain behavior of a Florida sand subject to repetitive moving wheel loads is investigated in the laboratory with conventional traixial equipment. A conventional resilient modulus ...
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    Quiescent Consolidation of Phosphatic Waste Clays 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): M. McVay; F. Townsend; D. Bloomquist
    Publisher: American Society of Civil Engineers
    Abstract: A number of currently employed mathematical formulations used in modeling one‐dimensional quiescent consolidation of phosphatic waste clay ponds are reviewed. It is shown theoretically, as well as through an example, that ...
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    SOA: Large Strain Consolidation Predictions 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): F. C. Townsend; M. C. McVay
    Publisher: American Society of Civil Engineers
    Abstract: Large deformation consolidation computer programs are being used extensively by Florida phosphate mining industries for compliance with regulatory activities. Accordingly, a prediction symposium was held to provide a forum ...
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    Influence of Spatially Variable Side Friction on Single Drilled Shaft Resistance and LRFD Resistance Factors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Harald Klammler; Michael McVay; David Horhota; Peter Lai
    Publisher: American Society of Civil Engineers
    Abstract: Load and resistance factor design (LRFD) is a method that aims at meeting specified target reliabilities (probabilities of failure) of engineered systems. The present work focuses on ultimate side friction resistance for ...
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    Influence of Spatially Variable Side Friction and Collocated Data on Single and Multiple Shaft Resistances 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author(s): Harald; Klammler; Michael; McVay; Peter; Lai; David; Horhota
    Publisher: American Society of Civil Engineers
    Abstract: Reliability-based design, such as LRFD, aims at meeting desired probability of failure levels for engineered structures. The present work attempts to contribute to this field by analyzing the influence of spatially variable ...
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    Measured and Predicted Response of a New Jetted and Grouted Precast Pile with Membranes in Cohesionless Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author(s): Sudheesh; Thiyyakkandi; Michael; McVay; David; Bloomquist; Peter; Lai
    Publisher: American Society of Civil Engineers
    Abstract: With increased urbanization, deep foundation (bridges, signage, walls, etc.) selection is moving toward the minimization of disturbance and installation time, as well as addressing quality control and assurance issues. ...
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    Quantification of Uncertainty in Reserve Estimation From Decline Curve Analysis of Production Data for Unconventional Reservoirs 

    Source: Journal of Energy Resources Technology:;2008:;volume( 130 ):;issue: 004:;page 43201
    Author(s): Yueming Cheng; W. John Lee; Duane A. McVay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Decline curve analysis is the most commonly used technique to estimate reserves from historical production data for the evaluation of unconventional resources. Quantifying the uncertainty of reserve ...
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    Advanced Deconvolution Technique for Analyzing Multirate Well Test Data 

    Source: Journal of Energy Resources Technology:;2011:;volume( 133 ):;issue: 001:;page 12901
    Author(s): Yueming Cheng; W. John Lee; Duane A. McVay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Deconvolution allows the test analyst to estimate the constant-rate transient pressure response of a reservoir-well system, and assists us in system identification and parameter estimation. ...
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    One‐Dimensional Lagrangian Consolidation 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): M. C. McVay; F. C. Townsend; D. G. Bloomquist
    Publisher: American Society of Civil Engineers
    Abstract: In the case of a mixed Spatial and Material description of Large-Deformation Consolidation, it is shown that if the geometry is updated through an expression for the velocity of solids, then the complete Lagrangian description ...
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