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    Effects of Constituent Materials and Quantities on Water Demand and Compressive Strength of Controlled Low-Strength Material 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 006
    Author(s): Lianxiang Du; Kevin J. Folliard; David Trejo
    Publisher: American Society of Civil Engineers
    Abstract: Controlled low-strength material (CLSM) is a self-compacting, flowable, low-strength, cementitious material used primarily as backfill, void fill, and utility bedding in lieu of conventional compacted fill. Potential ...
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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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    Corrosion Detection of Steel Cables using Time Domain Reflectometry 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 003
    Author(s): Wei Liu; Robert G. Hunsperger; Michael J. Chajes; Kevin J. Folliard; Eric Kunz
    Publisher: American Society of Civil Engineers
    Abstract: Corrosion of steel cables and reinforcing steel in concrete structures is a major cause of structural deterioration. The current methods for corrosion detection suffer from several significant drawbacks. In this paper, a ...
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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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