Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 5, 1666(2025)

Early Shrinkage Characteristics and Mix Ratio of Aeolian Sand PVA-FRCC

WANG Yuqing1, YAO Yixin1, YUN Zeya1、*, CAI Siyuan1, and LIU Shuguang2
Author Affiliations
  • 1College of Civil Engineering, Inner Mongolia University of Technology, Hohhot 010051, China
  • 2College of Resources and Environmental Engineering, Inner Mongolia University of Technology, Hohhot 010051, China
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    References(6)

    [9] [9] ZHANG J, LI V C. Influences of fibers on drying shrinkage of fiber-reinforced cementitious composite[J]. Journal of Engineering Mechanics, 2001, 127(1): 37-44.

    [10] [10] JUAREZ C A, FAJARDO G, MONROY S, et al. Comparative study between natural and PVA fibers to reduce plastic shrinkage cracking in cement-based composite[J]. Construction and Building Materials, 2015, 91: 164-170.

    [13] [13] LEE E, PARK S, KIM Y. Drying shrinkage cracking of concrete using dune sand and crushed sand[J]. Construction and Building Materials, 2016, 126: 517-526.

    [14] [14] TEBBAL N, EL ABIDINE RAHMOUNI Z. Influence of local sand on the physicomechanical comportment and durability of high performance concrete[J]. Advances in Civil Engineering, 2016, 2016: 3897064.

    [16] [16] HIROSHI Y, KEITETSU R, NOBORU S. JSCE Recommendations for design andconstruction of high performance fiber reinforcedcement composites with multiple fine cracks Tokyo, Japan: Japan Society of Civil Engineers, 2008.

    [20] [20] PAN Z F, ZHANG H P, ZENG B, et al. Statistical evaluation of CEB-FIP 2010 model for concrete creep and shrinkage[J]. Materials, 2023, 16(4): 1576.

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    WANG Yuqing, YAO Yixin, YUN Zeya, CAI Siyuan, LIU Shuguang. Early Shrinkage Characteristics and Mix Ratio of Aeolian Sand PVA-FRCC[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(5): 1666

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    Paper Information

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    Received: Sep. 30, 2024

    Accepted: Jun. 12, 2025

    Published Online: Jun. 12, 2025

    The Author Email: YUN Zeya (954551249@qq.com)

    DOI:10.16552/j.cnki.issn1001-1625.2024.1165

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