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    Finite-Element Modeling of Early-Age Concrete Stress Development 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 001
    Author(s): Yalin Liu; Anton K. Schindler
    Publisher: ASCE
    Abstract: Early-age cracking of concrete may influence the long-term durability of a structure. Cracking occurs when the tensile stress in concrete exceeds its tensile strength. Early-age stress development in concrete is influenced ...
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    Impact-Echo Defect Detection in Reinforced Concrete Bridge Decks without Overlays 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021058-1
    Author(s): Zachary W. Coleman; Anton K. Schindler; Christian M. Jetzel
    Publisher: ASCE
    Abstract: To effectively manage their inventory, transportation authorities are switching to nondestructive testing methods, such as the impact-echo method, to facilitate locating subsurface defects in reinforced concrete bridge ...
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    Early-Age Cracking Tendency and Ultimate Degree of Hydration of Internally Cured Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 008
    Author(s): Benjamin E. Byard; Anton K. Schindler; Robert W. Barnes
    Publisher: American Society of Civil Engineers
    Abstract: Early-age cracking in bridge decks is a severe problem that may reduce functional life of the structure. The effect of lightweight fine aggregate on the cracking tendency of bridge deck concrete was evaluated using ...
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    Maturity Method Evaluated for Various Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    Author(s): Andrew G. Brooks; Anton K. Schindler; Robert W. Barnes
    Publisher: American Society of Civil Engineers
    Abstract: The maturity method accounts for the effect of curing temperature on the strength development of well-cured and consolidated concrete. This paper describes an investigation of the accuracy of the maturity method to estimate ...
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    Statistical Determination of Cracking Probability for Mass Concrete 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    Author(s): Kyle A. Riding; Jonathan L. Poole; Anton K. Schindler; Maria C. G. Juenger; Kevin J. Folliard
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the use of a stress-to-strength ratio as a failure criterion for thermal cracking. Restrained cracking frame specimens and accompanying match-cured concrete cylinders were tested to determine the ratio ...
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    Self-Consolidating Concrete for Use in Drilled Shaft Applications 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 003
    Author(s): Donald Hodgson III; Anton K. Schindler; Dan A. Brown; Mary Stroup-Gardiner
    Publisher: American Society of Civil Engineers
    Abstract: When conventional concrete is used in congested drilled shafts, coarse aggregates may bridge between reinforcing bars, which may lead to segregation of the concrete between the inside and outside of the reinforcing cage. ...
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    Effect of Chemical Admixtures on Apparent Activation Energy of Cementitious Systems 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 012
    Author(s): Jonathan L. Poole; Kyle A. Riding; Maria C. G. Juenger; Kevin J. Folliard; Anton K. Schindler
    Publisher: American Society of Civil Engineers
    Abstract: The Arrhenius equation is often used to characterize the progress of portland cement hydration for predicting in-place concrete temperature, strength, and other properties. To apply the Arrhenius equation, an activation energy (
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    Effect of Temperature on the Setting Behavior of Concrete 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 003
    Author(s): Samuel A. Wade; Jeffery M. Nixon; Anton K. Schindler; Robert W. Barnes
    Publisher: American Society of Civil Engineers
    Abstract: The effects of fluctuating temperatures on the setting times of concrete mixtures made with different water-to-cement ratios, supplementary cementing materials (SCMs), and SCM dosages are evaluated in this paper. Initial ...
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