煤炭工程 ›› 2026, Vol. 58 ›› Issue (7): 167-175.doi: 10.11799/ce202607021

• 研究探讨 • 上一篇    下一篇

煤层厚硬顶板可压性定量评价模型构建及应用

王 鹏   

  1. 1. 中煤科工开采研究院有限公司,北京 100013

    2. 煤炭智能开采与岩层控制全国重点实验室,北京 100013

  • 收稿日期:2025-07-18 修回日期:2025-09-01 出版日期:2026-07-15 发布日期:2026-08-03
  • 通讯作者: 王鹏 E-mail:wpeng1205@sina.com

Construction and application of a quantitative fracability evaluation model for thick and hard coal seam roofs#br#

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  • Received:2025-07-18 Revised:2025-09-01 Online:2026-07-15 Published:2026-08-03
  • Contact: peng wang E-mail:wpeng1205@sina.com

摘要:

针对我国煤矿厚层坚硬顶板垮落性差、动载灾害突出,且煤层顶板尚无统一可压性评价体系、水力压裂层段优选缺乏量化标准的工程难题,以曹家滩煤矿122104工作面顶板砂岩为研究对象,综合开展X射线衍射矿物组分测试、常规三轴压缩试验、半圆盘三点弯曲断裂韧性试验,选取脆性矿物含量、脆性指数、断裂韧性、抗压强度、裂缝发育程度5项核心评价指标,通过参数归一化处理消除量纲差异,依托层次分析法计算各指标权重,构建适配浅埋煤层坚硬顶板的多因素可压性综合评价模型。研究结果表明:岩体脆性为影响顶板可压性的主控因素,指标权重表现为脆性矿物含量、脆性指数权重均为0.3,抗压强度、断裂韧性权重均为0.15,裂缝发育程度权重为0.1;基于指标边界阈值划分三级可压性评价标准,即高可压性最优压裂层段(FI≥0.53)、中等可压性备选层段(0.395<FI<0.53)、低可压性不适宜压裂层段(FI≤0.395)。模型应用结果显示,研究区37.5~42.0m层段为最优压裂改造层段,15~28.5m44.5~50.0m层段可作为备选压裂层段,42~44.5m层段可压性较差,不建议开展压裂施工。该研究构建的评价模型针对性强、适配性高,可为坚硬顶板水力压裂层段优选、工艺参数优化及矿井动力灾害防控提供重要理论依据,也可为鄂尔多斯盆地同类条件矿井开采提供技术参考。

Abstract:

Fracturing hard, thick roof strata is a critical step in coal mining. Currently in China, the control of hard, difficult-to-cave roofs primarily relies on blasting, supplemented by water injection softening. In recent years, advancements in hydraulic fracturing technology have provided robust technical support for fracturing coal seam roofs. The targeted selection of fracturing zones and intervals is key to improving fracturing efficiency. Therefore, this study, taking sandstone samples from the roof of the Caojiatan Coal Mine in Shaanxi as an example, established a quantitative fracability evaluation model for coal seam roofs through integrated methods including XRD, triaxial stress tests, and fracture toughness experiments. A standardized fracability evaluation index was constructed. The results indicate that the Fracability Index (FI) is most significantly influenced by rock brittleness, with lesser impacts from fracture toughness and natural fractures. When the Fracability Index FI > 0.53, the rock is most amenable to fracturing. This evaluation index enables the quantitative assessment of the fracability of target roof strata in coal seams, providing direct methodological support for selecting fracturing zones and intervals. The research findings can directly guide fracability evaluation of the roof and provide a basis for subsequent fracturing design.

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