Bulletin of the Chinese Ceramic Society, Volume. 41, Issue 9, 3107(2022)

Experimental Study on Double K Fracture Characteristics of Wet Concrete Based on Wedge-Splitting Method

LOU Jianmin1、*, ZHANG Guohui2, YANG Zhendong2, SUN Junchong1, and LI Hu1
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  • 1[in Chinese]
  • 2[in Chinese]
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    References(4)

    [9] [9] HUANG Y Y, XIAO L, ZHOU Y, et al. How first-immersion age affects wet expansion of dam concrete: an experimental study[J]. International Journal of Civil Engineering, 2021, 19(4): 441-451.

    [10] [10] LU Y Y, ZHU T, LI S, et al. Bond behavior of wet-bonded carbon fiber-reinforced polymer-concrete interface subjected to moisture[J]. International Journal of Polymer Science, 2018, 2018: 3120545.

    [16] [16] XU S L, LI Q H, WU Y, et al. Results of round-robin testing for determining the double-K fracture parameters for crack propagation in concrete: technical report of the RILEM TC265-TDK[J]. Materials and Structures, 2021, 54(6): 221.

    [22] [22] HOU D S, MA H Y, ZHU Y, et al. Calcium silicate hydrate from dry to saturated state: structure, dynamics and mechanical properties[J]. Acta Materialia, 2014, 67: 81-94.

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    LOU Jianmin, ZHANG Guohui, YANG Zhendong, SUN Junchong, LI Hu. Experimental Study on Double K Fracture Characteristics of Wet Concrete Based on Wedge-Splitting Method[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(9): 3107

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    Paper Information

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    Received: Apr. 19, 2022

    Accepted: --

    Published Online: Oct. 16, 2022

    The Author Email: Jianmin LOU (loujm@citic.com)

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