首页|考虑浆液黏度时变性的底板含水层注浆充填改造机制研究

考虑浆液黏度时变性的底板含水层注浆充填改造机制研究

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注浆是防治煤层底板含水层突水灾害的主要技术手段之一.通过注浆改造底板灰岩含水层,改变其为隔水层或弱含水层,可有效根治底板水害,实现矿井安全高效开采.本文基于宾汉体浆液,建立了恒定注浆速率下考虑浆液黏度时变性的一维渗流注浆理论模型,分析了裂隙注浆液扩散距离与注浆压力之间的定量关系,研究了水平裂隙浆液扩散规律,揭示了水平裂隙注浆浆液扩散机理.利用该模型,如果已知含水层静水压力和注浆流量,可以得到预定浆液扩散半径所需的注浆压力.最后,结合赵家寨煤矿22 采区L1-2 灰岩含水层现场注浆改造工程,对研究成果进行验证.注浆加固改造结果显示,注浆质量均达到设计要求,L1-2灰岩含水层得到有效改造.
Study on the Grouting Filling Reconstruction Mechanism of Floor Aquifer Considering the Time-varying Grout Viscosity
Grouting is one of the main technical means to prevent water inrush disaster of aquifer in coal seam floor.By grouting reconstruction of floor limestone aquifer,it can be changed into water barrier or weak aquifer,which can effectively cure floor water damage and realize safe and efficient mining.In this paper,based on Bingham grout,a one-dimensional seepage grouting theoretical model with time-varying slurry viscosity under constant grouting rate was established.The quantitative relationship between the diffusion distance and grouting pressure of fissure grout was analyzed.The diffusion law of horizontal fis-sure grout was studied,and the diffusion mechanism of horizontal fissure grout was revealed.In this mod-el,the grouting pressure required for a predetermined grout diffusion radius can be obtained by using known aquifer hydrostatic pressure and grouting flow.Finally,combined with the field grouting recon-struction project of L1-2 limestone aquifer in Zhaojiazhai 22 mining area,the research results were veri-fied.The results of grouting reinforcement and reconstruction show that the gronting quality meets the de-sign requirements,and the L1-2 limestone aquifer is effectively reconstructed.

fractured aquiferbingham fluidviscosity time variationslurry diffusiongrouting filling

程帅帅、黄存捍、张伟、翟明磊、王文强、曹正正

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河南理工大学 土木工程学院,河南 焦作 454000

河南理工大学 资源环境学院,454000

河南省新郑煤电有限责任公司赵家寨煤矿,河南 新郑 451184

裂隙含水层 宾汉流体 黏度时变性 浆液扩散 注浆充填

2024

有色冶金节能
中国有色工程有限公司

有色冶金节能

影响因子:0.261
ISSN:1008-5122
年,卷(期):2024.40(6)