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    Shear Capacity of Ultrahigh-Performance Concrete with Monolithic Interface and Wet-Joint Interface 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022153
    Author(s): Zheng Feng; Chuanxi Li; Rensheng Pan; Doo-Yeol Yoo; Jun He; Lu Ke
    Publisher: ASCE
    Abstract: A total of 65 Z-shaped ultrahigh-performance concrete (UHPC) specimens with monolithic interfaces, flat-wet-joint interfaces (roughened with a high-pressure water jet), and keyed-wet-joint interfaces were tested under the ...
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    Cracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 006
    Author(s): Doo-Yeol Yoo; Gum-Sung Ryu; Tianfeng Yuan; Kyung-Taek Koh; Young-Soo Yoon
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the effect of the strand-to-duct area ratio on the shrinkage cracking behavior of posttensioning grout. The free shrinkage behavior of grout was evaluated using various duct diameters. Test results ...
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    Improvement of Mechanical and Durability Behaviors of Textile Concrete: Effect of Polymineral Composite Binders and Superabsorbent Polymers 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    Author(s): Valery Lesovik; Dmitry Popov; Roman Fediuk; Evgeny Glagolev; Doo-Yeol Yoo
    Publisher: ASCE
    Abstract: Textile concrete was modified to create eco-friendly, low-shrinkage material with higher density, compressive and tensile strength, and freeze–thaw resistance characteristics. Shrinkage characteristics of the cement paste ...
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