Coupled effect of self-healing granules and permeable crystalline additive on early-age cracks repair in cement material

被引:6
|
作者
Zhang, Chunyu [1 ]
Liu, Rentai [1 ]
Chen, Mengjun [1 ]
Li, Xiuhao [1 ]
Zhu, Zhijing [1 ]
机构
[1] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China
关键词
Compositematerials; Self-healinggranules; Permeablecrystallineadditive; Coupledeffect; Porousmaterials;
D O I
10.1016/j.matlet.2022.132560
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Cement-based materials are prone to cracks that affect their strength and durability. The service life of these materials can be extended through development of self-healing cement-based materials. This study indepen-dently designed and produced self-healing granules and explored the synergistic effects of using self-healing granules and permeable crystalline additive. The self-healing efficiency is evaluated via crack closure and the compressive strength recovery rate. The porosity and crack healing products were analyzed to discuss the self-healing mechanisms, revealing that the reaction of the granule inner core with cement precipitates can heal the cracks up to approximately 1 mm after the self-healing granules are ruptured, and permeable crystalline additives can greatly increase the compressive strength recovery rate by closing the microcracks/pores. Self-healing granules and permeable crystalline additives allow for the repair of microcracks and visible cracks in specimens, realizing self-healing at the macro-and micro-scale. These results provide promising self-healing cement-based materials and a novel research direction.
引用
收藏
页数:4
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共 46 条
  • [1] Self-healing of early-age cracks in cement mortars with artificial functional aggregates
    Luo, Mian
    Bai, Jingquan
    Jing, Kang
    Ding, Ziqi
    Yang, Dingyi
    Qian, Chunxiang
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 272
  • [2] Coupled effect of PP fiber, PVA fiber and bacteria on self-healing efficiency of early-age cracks in concrete
    Feng, Jianhang
    Su, Yilin
    Qian, Chunxiang
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 228
  • [3] Performance of Permeable Crystalline Self-Healing Agent Onmicro-Cracks of Oil Well Cement
    Peng, Zhigang
    Xia, Xiaolong
    Feng, Qian
    Zheng, Yong
    Yu, Chunyang
    Yang, Qizhen
    Liu, Xifeng
    [J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2022, 47 (05) : 6073 - 6084
  • [4] Self-healing Action of Permeable Crystalline Coating on Pores and Cracks in Cement-based Materials
    王桂明
    余剑英
    [J]. Journal of Wuhan University of Technology(Materials Science), 2005, (01) : 89 - 91
  • [5] Performance of Permeable Crystalline Self-Healing Agent Onmicro-Cracks of Oil Well Cement
    Zhigang Peng
    Xiaolong Xia
    Qian Feng
    Yong Zheng
    Chunyang Yu
    Qizhen Yang
    Xifeng Liu
    [J]. Arabian Journal for Science and Engineering, 2022, 47 : 6073 - 6084
  • [6] Self-healing action of permeable crystalline coating on pores and cracks in cement-based materials
    Wang, GM
    Yu, JY
    [J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2005, 20 (01): : 89 - +
  • [7] Self-healing action of permeable crystalline coating on pores and cracks in cement-based materials
    Wang Guiming
    Yu Jianying
    [J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2005, 20 (1): : 89 - 92
  • [8] Effects of independently designed and prepared self-healing granules on self-healing efficiency for cement cracks
    Zhang, Chunyu
    Liu, Rentai
    Chen, Mengjun
    Li, Xiuhao
    Zhu, Zhijing
    Yan, Jia
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 347
  • [9] Effects of independently designed and prepared self-healing granules on self-healing efficiency for cement cracks
    Zhang, Chunyu
    Liu, Rentai
    Chen, Mengjun
    Li, Xiuhao
    Zhu, Zhijing
    Yan, Jia
    [J]. Construction and Building Materials, 2022, 347
  • [10] Self-healing of surface cracks in mortars with expansive additive and crystalline additive
    Sisomphon, K.
    Copuroglu, O.
    Koenders, E. A. B.
    [J]. CEMENT & CONCRETE COMPOSITES, 2012, 34 (04): : 566 - 574