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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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    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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    Polk County Expressway: A Laboratory, Numerical, and Field Study of Consolidation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Zafar Ahmed; Michael McVay; David Horhota; Robert Ho
    Publisher: American Society of Civil Engineers
    Abstract: Expansion of the Florida Turnpike in Polk County involved construction over reclaimed phosphatic clay deposits. This paper presents the laboratory tests, numerical analyses, and field monitoring of the consolidation process. ...
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    Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Michael McVay; Limin Zhang; Thomas Molnit; Peter Lai
    Publisher: American Society of Civil Engineers
    Abstract: An apparatus was developed to load large pile groups (3 × 3 to 7 × 3) founded in sand in the centrifuge laterally. The device consists of a hydraulic jack apparatus to install the piles, strain gauge instrumentation, and ...
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    Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Michael McVay; Robert Casper; Te-I Shang
    Publisher: American Society of Civil Engineers
    Abstract: Centrifuge tests were conducted on single and 3 × 3 pile groups at three-diameter (3D) and five-diameter (5D) spacings. In all of the tests, the piles were driven and laterally loaded in flight without stopping the centrifuge. ...
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    Pullout Simulation of Postinstalled Chemically Bonded Anchors 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): Michael McVay; Ronald A. Cook; Kailash Krishnamurthy
    Publisher: American Society of Civil Engineers
    Abstract: Chemically bonded postinstalled anchors have seen tremendous growth over the past few years for retrofits, as well as new construction. Currently, they are designed from proprietary tables provided by adhesive manufacturers ...
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    Full-Scale Axial Load Response of Jetted and Grouted Precast Piles in Cohesionless Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022030
    Author(s): Sudheesh Thiyyakkandi; Michael McVay; C. R. Neeraj
    Publisher: ASCE
    Abstract: Jetted and grouted precast piles (JGPPs) are a newly developed urban-friendly deep foundation technique that employs water jetting for pile penetration and pressure grouting to enhance the axial and torsional resistance ...
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    Evaluation of Drilled Shaft Capacity Using Embedded Sensors and Statnamic Testing 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Khiem T. Tran; Michael McVay; Trung Dung Nguyen; Scott J. Wasman
    Publisher: American Society of Civil Engineers
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    Influence of Torque on Lateral Capacity of Drilled Shafts in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Zhihong Hu; Michael McVay; David Bloomquist; Rodrigo Herrera; Peter Lai
    Publisher: American Society of Civil Engineers
    Abstract: As a result of recent changes in the requirements involving hurricane extreme events (e.g., wind velocities), the Florida Department of Transportation has moved away from cable-stayed signs, signals, and lights systems to ...
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