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    Closure to “Predicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohesionless Soils” by Gray Mullins, Danny Winters, and Steven Dapp 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): Gray Mullins; Danny Winters; Steven Dapp
    Publisher: American Society of Civil Engineers
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    Predicting End Bearing Capacity of Post-Grouted Drilled Shaft in Cohesionless Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Gray Mullins; Danny Winters; Steven Dapp
    Publisher: American Society of Civil Engineers
    Abstract: Although pressure grouting beneath the tips of drilled shafts had been used successfully worldwide for close to
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    LRFD Resistance Factors for Base-Grouted Drilled Shafts in Cohesionless Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024163-1
    Author(s): Anhar Sarsour; Manjriker Gunaratne; Gray Mullins
    Publisher: American Society of Civil Engineers
    Abstract: Base grouting below a drilled shaft tipped in sand has been shown in many cases to dramatically improve both the initial stiffness and ultimate end-bearing resistance. After promising results from base-grouting case studies ...
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    Prioritization Strategy for Replacing Deteriorating Partial-Depth Precast Concrete Deck Panels in Florida 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Niranjan Pai; Ivan Gualtero; Atiq Alvi; Rajan Sen; Gray Mullins
    Publisher: American Society of Civil Engineers
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    Statnamic Damping Coefficient: Numerical Modeling Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Michael Stokes; Gray Mullins; Carl Ealy; Danny Winters
    Publisher: American Society of Civil Engineers
    Abstract: The damping associated with dynamic or statnamic tests has typically been over simplified to provide a “catch-all” factor for those responses that could not be fully accounted for using present analyses. This factor has ...
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    Roof Damage in New Homes Caused by Hurricane Charley 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    Author(s): Nick Meloy; Rajan Sen; Niranjan Pai; Gray Mullins
    Publisher: American Society of Civil Engineers
    Abstract: Hurricane Charley was the first Category 4 hurricane to strike Florida after 1992. This paper presents results of a study to investigate the performance of 425 of 747 roofs of new homes in Punta Gorda Isles, a subdivision ...
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    Underwater Fiber–Reinforced Polymers Repair of Prestressed Piles in the Allen Creek Bridge 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 002
    Author(s): Gray Mullins; Rajan Sen; Kwangsuk Suh; Danny Winters
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of a demonstration project in which corroding prestressed piles located in tidal waters were wrapped underwater using carbon and glass fiber-reinforced polymer material. An innovative ...
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    Bond Enhancement for FRP Pile Repair in Tidal Waters 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    Author(s): Danny Winters; Gray Mullins; Rajan Sen; Andy Schrader; Michael Stokes
    Publisher: American Society of Civil Engineers
    Abstract: Vacuum bagging and pressure bagging are established techniques used by the composites industry for fabricating components. This paper describes a study that explored the adaptation of these techniques for improving the ...
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    Effective Repair for Corrosion Control Using FRP Wraps 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    Author(s): Kwangsuk Suh; Gray Mullins; Rajan Sen; Danny Winters
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results from a multiyear study to evaluate the role of prewrap substrate preparation on corrosion mitigation in a marine environment. Seventeen one-third scale prestressed piles were corroded to 20% ...
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