基于DEM的坚硬顶板水力压裂卸压开采耦合模拟方法

A coupled simulation method of hydraulic fracturing for relieving mining pressure under hard roof based on DEM method

  • 摘要: 坚硬顶板水力压裂卸压技术成功解决了煤矿厚硬顶板难垮致灾问题。其中,地层尺度“水力压裂+卸压开采”耦合数值计算是揭示坚硬顶板卸压−运移规律、优化施工参数的重要途径。采用离散单元数值计算软件,分析了小尺度岩体水力压裂参数,提出了“水力压裂+卸压开采”耦合实现方法,通过分离式求解组装流固模块,提升了地层尺度高密度网格模型的计算效率,并开展了相应的工程算例分析。结果表明:小尺度试样的水力压裂曲线可分为水压积聚期、裂纹扩展期、裂纹平缓扩展期等阶段;增大压裂液排量有利于形成具有复杂形态的水力裂缝。水力裂缝与层理弱面相互作用时,出现止于层理面滤失、穿越层理面扩展、滤失后继续穿越扩展等现象。将地层尺度水力压裂产生张拉裂隙的精准位置分离出来,重新嵌入固体力学模块中,提出了地层尺度模拟“水力压裂+卸压开采”的高效计算方法。通过坚硬顶板水力压裂卸压开采算例分析表明,硬岩中水力裂缝以垂向发育为主,遭遇层理面后,主要表现为层间滤失现象,也会出现穿层扩展、扭转等情况。水力压裂卸压后,坚硬顶板垮断更早、垮冒更充分,采空区压实程度也更高,悬顶结构得到改善。最后,探讨了坚硬顶板水力压裂卸压开采升尺度模拟的必要性、优化性和扩展性。

     

    Abstract: The technology of pressure relief through hydraulic fracturing method in hard roof has successfully addressed the disaster risk caused by the difficult caving of thick-hard roof strata in coal mines. The formation-scale coupled numerical modeling of hydraulic fracturing and pressure relief mining provides critical insights into hard roof deformation mechanisms and parameter optimization. This study employs discrete element numerical simulation software to analyze hydraulic fracturing parameters in small-scale rock masses. A coupled implementation method of ‘hydraulic fracturing & pressure relief mining’ is proposed, which is segregated solved the integrated solid-fluid module to enhances the computational efficiency of formation-scale high-density mesh models. Afterwards, the corresponding engineering case analyses were also conducted. The results show that: The hydraulic fracturing curve at small-scale can be divided into stages such as the water pressure accumulation period, crack propagation period, crack gentle expansion period, water pressure release period, and the stable period. Increasing the fracturing fluid flow rate is conducive to forming complex hydraulic fractures. When hydraulic fractures interact with bedding weak surfaces, they exhibit phenomena such as halting at the bedding plane due to filtration, propagating through the bedding plane, and resuming propagation after filtration. The precise locations of tensile fractures generated by hydraulic fracturing at the strata scale were extracted and re-integrated into the solid mechanics module, and an efficient calculation method for the model ‘hydraulic fracturing & pressure relief mining’ was established. Analysis of examples of pressure relief mining through hydraulic fracturing of hard roofs shows that hydraulic fractures in hard rock mainly develop vertically. When encountering bedding planes, they mainly manifest as interlayer filtration, and may also occur through layer expansion, torsion, etc. After hydraulic fracturing and pressure relief, the hard roof collapses earlier and more fully, the compaction degree of the goaf is higher, and the hanging roof structure is improved. Finally, the necessity, optimization, and scalability of the upscaling simulation of hydraulic fracturing and pressure relief mining for hard roofs are discussed.

     

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