A State-of-the-Art Review on the Study of the Diffusion Mechanism of Fissure Grouting

被引:2
作者
Du, Xueming [1 ,2 ]
Li, Zhihui [1 ]
Fang, Hongyuan [1 ]
Li, Bin [1 ,2 ]
Zhao, Xiaohua [1 ,2 ]
Zhai, Kejie [1 ,2 ]
Xue, Binghan [1 ]
Wang, Shanyong [3 ]
机构
[1] Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou 450001, Peoples R China
[2] Zhengzhou Univ, Yellow River Lab, Zhengzhou 450001, Peoples R China
[3] Univ Newcastle, Prior Res Ctr Geotech Sci & Engn, Sch Engn, Callaghan, NSW 2308, Australia
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 06期
关键词
fissure grouting; diffusion mechanism; underground engineering; review; CEMENT; INJECTIONS; STRENGTH; SLURRY; MODEL; FLOW;
D O I
10.3390/app14062540
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
China is renowned for its extensive underground engineering projects and the complex geological and hydrological conditions it faces. Grouting treatment technology is widely employed in deep-buried mines and tunnels, where grouting parameters such as materials, pressure, volume, and hole arrangement significantly impact the effectiveness of grouting. This review paper comprehensively examines current research on grouting materials, theories, experiments, and numerical simulations. It summarizes the various factors that must be considered during the grouting process of fissures and explores the diffusion mechanisms of grout under their influence. Furthermore, further research is needed on the mechanisms and treatment methods for poor grouting in rock masses, the distribution patterns of fissures, optimization methods for grouting parameters, and grout quality assessment techniques. Future research should focus on developing more efficient experimental methods with higher accuracy levels while advancing grouting technologies. Establishing comprehensive and accurate rock mass models along with improving monitoring capabilities are also crucial aspects to consider. Therefore, studying the diffusion mechanisms of grout in fissured rock masses is of significant importance for the practical operation of underground engineering projects.
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页数:19
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