煤矸石地质聚合物骨料浆液力学与输送特性分析

朱世彬, 王晓东, 武博强, 许晨, 胡晓宇, 许刚刚, 韩乐, 张跃宏. 煤矸石地质聚合物骨料浆液力学与输送特性分析[J]. 水文地质工程地质, 2025, 52(4): 62-74. doi: 10.16030/j.cnki.issn.1000-3665.202502037
引用本文: 朱世彬, 王晓东, 武博强, 许晨, 胡晓宇, 许刚刚, 韩乐, 张跃宏. 煤矸石地质聚合物骨料浆液力学与输送特性分析[J]. 水文地质工程地质, 2025, 52(4): 62-74. doi: 10.16030/j.cnki.issn.1000-3665.202502037
ZHU Shibin, WANG Xiaodong, WU Boqiang, XU Chen, HU Xiaoyu, XU Ganggang, HAN Le, ZHANG Yuehong. Mechanical and transportation characteristics of gangue geopolymer aggregate slurry[J]. Hydrogeology & Engineering Geology, 2025, 52(4): 62-74. doi: 10.16030/j.cnki.issn.1000-3665.202502037
Citation: ZHU Shibin, WANG Xiaodong, WU Boqiang, XU Chen, HU Xiaoyu, XU Ganggang, HAN Le, ZHANG Yuehong. Mechanical and transportation characteristics of gangue geopolymer aggregate slurry[J]. Hydrogeology & Engineering Geology, 2025, 52(4): 62-74. doi: 10.16030/j.cnki.issn.1000-3665.202502037

煤矸石地质聚合物骨料浆液力学与输送特性分析

  • 基金项目: 陕西省自然科学基础研究计划项目(2024JC-YBMS-230;2022JQ-308);中煤科工西安研究院(集团)有限公司科技创新基金项目(2024XAYJS03;2023XAYJS11);天地科技股份有限公司科技创新创业资金专项项目(2023-TD-ZD004-003)
详细信息
    作者简介: 朱世彬(1987—),女,博士,副研究员,主要从事矿山地质灾害防治和采空区治理方面的研究工作。E-mail:zhushibin@cctegxian.com
    通讯作者: 王晓东(1981—),男,博士,研究员,主要从事矿山地质灾害防治等方面的研究工作。E-mail:wangxiaodong@cctegxian.com
  • 中图分类号: TD32

Mechanical and transportation characteristics of gangue geopolymer aggregate slurry

More Information
  • 煤矸石地质聚合物骨料浆液是一种稳定性良好的新型绿色材料,可作为充填料浆充注到煤矿采空区,既解决采煤沉陷区治理问题,又解决煤基固废规模化处置问题。为了掌握浆液输送性质与固化后力学性能,以碱激发煅烧煤矸石为胶凝材料、破碎后的煤矸石为骨料制备煤矸石地质聚合物骨料浆液,以骨料粒径与胶骨比为因素,采用单轴抗压强度、低场核磁和扫描电镜方法,分析浆液固化体的力学性能、孔隙分布和微观结构,利用流变试验和扩展度试验,分析煤矸石地质聚合物骨料浆液输送特性。研究结果表明:(1)胶骨比相同时,浆液中骨料粒径越大,固化体抗压强度越大,粒径20,10,5 mm时,骨料起支撑作用且水化反应充分,强度明显优于粒径0.15,0.075 mm,骨料粒径相同时,受内部孔隙结构与胶凝材料和骨料之间的咬合关系影响,骨料占比增加,固化体强度先降低后增加;(2)浆液的扩展度与流变参数呈负相关关系,骨料占比增加导致扩展度降低、屈服应力和塑性黏度增加、触变性增大,致使浆液输送能耗增加、输送效率降低、堵管风险增加,不利于管道输送。研究可为煤矸石地质聚合物骨料浆液在实际工程的应用提供理论支撑。

  • 加载中
  • 图 1  煤矸石原料的XRD图谱

    Figure 1. 

    图 2  保德煤矸石TG、DTG曲线

    Figure 2. 

    图 3  活化煤矸石粒径分布

    Figure 3. 

    图 4  煤矸石750 °C煅烧前后的XRD图谱

    Figure 4. 

    图 5  不同骨料粒径与胶骨比浆液固化体的力学性能

    Figure 5. 

    图 6  28 d龄期不同骨料粒径与胶骨比浆液固化体的孔结构图

    Figure 6. 

    图 7  28 d龄期骨料粒径10 mm不同胶骨比浆液固化体界面过渡区图片

    Figure 7. 

    图 8  骨料浆液剪切应力随胶骨比变化关系

    Figure 8. 

    图 9  骨料浆液黏度随胶骨比变化关系

    Figure 9. 

    图 10  浆液剪切应力随骨料粒径变化关系

    Figure 10. 

    图 11  不同骨料粒径和不同胶骨比下浆液屈服应力(a)与塑性黏度(b)曲线

    Figure 11. 

    图 12  不同胶骨比浆液扩展度与屈服应力和塑性黏度之间关系曲线

    Figure 12. 

    表 1  试验方案

    Table 1.  Experiment plan

    编号 骨料粒径/mm 胶骨比 水胶比
    1 20 1/2,1/3,1/4,1/5,1/6 1.0
    2 10
    3 5
    4 0.15 1/0.5,1/1,1/2,1/3,1/4 1.5
    5 0.075
      注:骨料粒径均为该骨料的最大粒径。
    下载: 导出CSV
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出版历程
收稿日期:  2025-02-15
修回日期:  2025-05-12
刊出日期:  2025-07-15

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