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    Effect of Curing and Deterioration on Stress Wave Velocities in Concrete 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 002
    Author(s): Andrew J. Boyd; Christopher C. Ferraro
    Publisher: American Society of Civil Engineers
    Abstract: Measuring the thickness of concrete elements in the field can be challenging. In many cases, such measurements must be made from one side due to a lack of access to the opposite face. One technique commonly implemented in ...
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    Sulfate Attack on Concrete: Effect of Partial Immersion 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): Julie Ann Hartell; Andrew J. Boyd; Christopher C. Ferraro
    Publisher: American Society of Civil Engineers
    Abstract: Traditionally, the extent of sulfate attack is qualified through visual rating or quantified by the percent expansion of slender bars completely submerged in sulfate solution. There are currently no standardized test methods ...
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    Effect of Early Age Strength on Cracking in Mass Concrete Containing Different Supplementary Cementitious Materials: Experimental and Finite-Element Investigation 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
    Author(s): Adrian M. Lawrence; Mang Tia; Christopher C. Ferraro; Michael Bergin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the findings of an investigation using the finite-element method to predict the distribution of temperatures within a hydrating massive concrete element. The temperature distribution produced by the ...
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    Lab and Field Study of Physical Sulfate Attack on Concrete Mixtures with Supplementary Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020397
    Author(s): Mohammed H. Alyami; Hossein Mosavi; Raid S. Alrashidi; Mohammed A. Almarshoud; Christopher C. Ferraro; Kyle A. Riding
    Publisher: ASCE
    Abstract: Physical salt attack (PSA) or salt weathering occurs as a result of the crystallization pressures in concrete pores exerted by phase changes of salts that penetrate the concrete. The crystallization pressures cause ...
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    Comparison between Direct Tension, Four-Point Flexure, and Simplified Double-Punch Tests for UHPC Tensile Behavior 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022229
    Author(s): Megan S. Voss; Kyle A. Riding; Raid S. Alrashidi; Christopher C. Ferraro; H. R. Hamilton
    Publisher: ASCE
    Abstract: As ultra-high-performance concrete (UHPC) becomes more widely used, the need for good concrete tensile tests for fiber-reinforced concrete has become apparent. However, there is not yet one universally used test method. ...
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    Blending as a Strategy for Reusing Municipal Solid Waste Incinerator Ash in Road-Base Construction 

    Source: Journal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Stephen W. Townsend; Chad J. Spreadbury; Steven J. Laux; Christopher C. Ferraro; Ramana Kari; Timothy G. Townsend
    Publisher: ASCE
    Abstract: Bottom and combined ash samples from municipal solid waste incinerator (MSWI) facilities in Florida were compared with industry aggregate standards to determine suitability for use as a road base. Although MSWI ashes tested ...
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