预裂孔间距对边坡爆破效果的影响模拟研究

    Influence simulation of presplit hole spacing on slope blasting effect

    • 摘要: 预裂爆破作为露天矿山边坡开挖中控制爆破损伤、保障坡面完整性的核心技术,能够有效提高边坡爆破质量,参数优化对工程效益具有决定性作用。针对露天矿山边坡爆破中存在的预裂缝贯通性差、坡面超挖等突出问题,以某露天矿山边坡爆破为工程背景,采用数值模拟与现场试验相结合的方法,探究不同预裂孔间距对边坡爆破效果的影响。基于ANSYS/LS-DYNA有限元软件建立预裂孔孔深10 m,孔径150 mm,孔间距分别为1.0 m、1.3 m、1.5 m和1.7 m四种工况下的边坡爆破三维模型,研究了爆破后炮孔处应力演化和岩石的裂纹扩展规律。研究结果显示:预裂孔间距显著影响应力波叠加效应与裂纹贯通形态,预裂孔间距较小会导致炮孔间岩体产生过度破坏,并在台阶顶部和底部出现大范围损伤区域;随着炮孔间距增大,爆破对孔间岩体的作用减弱,应力叠加强度降低,导致预裂缝的贯通效果变差,难以形成有效贯通的预裂缝面;其中,1.5 m预裂孔间距下的预裂缝贯通效果较好,形态完整。选取1.5 m作为预裂孔间距开展现场试验验证,通过现场清点的方式进行预裂炮孔半孔率统计,采用Hovermap三维激光扫描技术进行平整度分析,结果显示:半孔率平均值达到92.1%,坡面凹凸间距在±0.1 m以内的点占比90%以上,应用效果较好。本研究可为类似边坡爆破工程提供参考。

       

      Abstract: As core technology for controlling blasting damage and ensuring slope integrity in open-pit mine slope excavation, presplit blasting effectively improves slope blasting quality, with parameter optimization playing a decisive role in engineering efficiency. To address prominent issues such as poor connectivity of presplit fractures and over-excavation of slope surfaces in open-pit mine slope blasting, this study adopts a combined approach of numerical simulation and field experiments based on an open-pit mine slope blasting project. The research investigates the influence of presplit hole spacing on blasting outcomes. Based on ANSYS/LS-DYNA finite element software, a 3D slope blasting model is established with presplit hole depth of 10 m, hole diameter of 150 mm, and hole spacing set at four working conditions (1.0 m, 1.3 m, 1.5 m, and 1.7 m). The study investigates the stress evolution at boreholes and crack propagation patterns in rock masses post-blasting. The results demonstrate that presplit hole spacing significantly affects stress wave superposition effects and crack coalescence patterns. Notably, smaller hole spacing leads to excessive damage in inter-hole rock masses and generates large-scale damage zones at both the bench crest and toe. As the spacing increases, blasting-induced effects on inter-hole rock diminish, resulting in reduced stress superposition intensity and compromised presplit fracture connectivity, ultimately failing to form an effectively coalesced fracture surface. Among the tested spacings, the 1.5 m hole spacing configuration achieves optimal fracture connectivity with complete morphological integrity. Field validation trials adopting the 1.5 m spacing are conducted, including half-hole retention rate statistics through on-site fragment counting and slope flatness analysis using Hovermap 3D laser scanning technology. Results indicate: average half-hole retention rate reaches 92.1%, over 90% of slope surface points exhibit undulation spacing within ±0.1 m. These findings demonstrate superior field applicability, providing valuable references for similar slope blasting engineering projects.

       

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