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    Reinforcement of Broken Coal Rock Using Ultrafine Sulfoaluminate Cement–Based Grouting Materials

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006::page 04022082
    Author:
    Hongfeng Di
    ,
    Songhui Liu
    ,
    Kang Han
    ,
    Shuqiong Luo
    ,
    Haibo Zhang
    ,
    Yuli Wang
    ,
    Xuemao Guan
    DOI: 10.1061/(ASCE)MT.1943-5533.0004229
    Publisher: ASCE
    Abstract: A composite ultrafine sulfoaluminate cement–based grouting material (U-SAC) at a high water–cement (W/C) ratio was developed to reinforce broken coal rock for the safety of coal mines. The effects of the W/C ratio on the bleeding, bulk density, viscosity, setting behavior, and mechanical strength of U-SAC pastes were investigated. The phase assemblage, microstructure, and micromechanical properties of hardened U-SAC pastes in the crack of broken coal rock were also revealed by multiple technologies. The results indicated that when the W/C ratio was 1.0, the U-SAC pastes flowed well with a low bleeding rate and low viscosity. More importantly, the mixed pastes could harden within 20 min and reach strengths of 12.1, 17.8, 22.3, and 26.2 MPa at ages of 4 h, 3 days, 28 days, and 60 days, respectively. During the hydration process, a high volume of ettringite (AFt) and alumina gel (AH3) was rapidly generated, consuming water and filling the pores, which was responsible for the rapid setting and high early strength. Scanning electron microscope and nanoindentation results showed that the U-SAC can fill 8-μm microcracks in broken coal rock and the elastic modulus of the hardened U-SAC paste was 2.39 times higher than that of coal rock. These results provide an inexpensive and effective material for the rapid reinforcement of microcracks in structural engineering.
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      Reinforcement of Broken Coal Rock Using Ultrafine Sulfoaluminate Cement–Based Grouting Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282109
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    • Journal of Materials in Civil Engineering

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    contributor authorHongfeng Di
    contributor authorSonghui Liu
    contributor authorKang Han
    contributor authorShuqiong Luo
    contributor authorHaibo Zhang
    contributor authorYuli Wang
    contributor authorXuemao Guan
    date accessioned2022-05-07T20:11:54Z
    date available2022-05-07T20:11:54Z
    date issued2022-03-17
    identifier other(ASCE)MT.1943-5533.0004229.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282109
    description abstractA composite ultrafine sulfoaluminate cement–based grouting material (U-SAC) at a high water–cement (W/C) ratio was developed to reinforce broken coal rock for the safety of coal mines. The effects of the W/C ratio on the bleeding, bulk density, viscosity, setting behavior, and mechanical strength of U-SAC pastes were investigated. The phase assemblage, microstructure, and micromechanical properties of hardened U-SAC pastes in the crack of broken coal rock were also revealed by multiple technologies. The results indicated that when the W/C ratio was 1.0, the U-SAC pastes flowed well with a low bleeding rate and low viscosity. More importantly, the mixed pastes could harden within 20 min and reach strengths of 12.1, 17.8, 22.3, and 26.2 MPa at ages of 4 h, 3 days, 28 days, and 60 days, respectively. During the hydration process, a high volume of ettringite (AFt) and alumina gel (AH3) was rapidly generated, consuming water and filling the pores, which was responsible for the rapid setting and high early strength. Scanning electron microscope and nanoindentation results showed that the U-SAC can fill 8-μm microcracks in broken coal rock and the elastic modulus of the hardened U-SAC paste was 2.39 times higher than that of coal rock. These results provide an inexpensive and effective material for the rapid reinforcement of microcracks in structural engineering.
    publisherASCE
    titleReinforcement of Broken Coal Rock Using Ultrafine Sulfoaluminate Cement–Based Grouting Materials
    typeJournal Paper
    journal volume34
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004229
    journal fristpage04022082
    journal lastpage04022082-11
    page11
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006
    contenttypeFulltext
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