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动载扰动作用下物理相似模型变形监测实验研究

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为减少井下采掘过程中冲击地压灾害事故的发生,对动载扰动作用下围岩变形进行监测,研究巷道围岩变形破坏的响应规律及数字散斑技术在覆岩变形监测中的准确性.实验搭载了精细化物理相似模型,借用DIC设备对模型回采过程中工作面上覆岩层运移进行定期全方位监测,记录模型表面各监测点随工作面推进的变化情况,并对数据进行精细处理,结合现场实际情况增加摆锤作为动载扰动装置,通过改变摆锤的高度、角度来模拟不同能量下的扰动情况,采集施加动载扰动后覆岩变化图像,与扰动前的状态形成对比,研究动载施加前后的效果.结果表明:动载施加后采空区顶部岩层破断更加明显,模型垮落高度基本不变,顶板下沉量明显增加,在最后一次施加动载后,采空区顶板垮落岩层位移云图呈现多个双峰状破断.结合数字散斑技术分析动载前后模型覆岩跨落运移状态,结果表明:施加动载后模型松动高度达到模型顶部,整体下沉量达到了20 mm.通过实验揭示了巷道围岩变形破坏的响应规律及数字散斑技术在覆岩变形监测中的优异表现,为减少冲击地压事故发生、建设绿色智慧矿山提供了一定的理论基础和技术支撑.
Experimental Study on Deformation Monitoring of Physical Similarity Model Under Dynamic Load Disturbance
In order to reduce the occurrence of rock burst disasters during underground mining,this paper monitors the deformation of surrounding rock under dynamic load disturbance,studies the response law of deformation and failure of roadway surrounding rock and the accuracy of digital speckle technology in monitoring overburden rock deformation.The experiment is equipped with a refined physical similarity mod-el.DIC equipment is used to conduct regular and comprehensive monitoring of overburden migration on the working surface of the model during the mining process,and the changes of each monitoring point on the sur-face of the model with the advance of the working surface are recorded and the data are processed in detail.Combined with the actual situation on site,a pendulum is added as a dynamic load disturbance device.By changing the height and Angle of the pendulum to simulate the disturbance under different energies,the change image of overlying rock after the dynamic load disturbance is collected,and the state before the dis-turbance is compared to study the effect before and after the dynamic load is applied.The results show that after dynamic load is applied,the top rock of goaf is broken more obviously,the model caving height is basi-cally unchanged,and the roof subsidence increases significantly.After the last dynamic load is applied,the displacement cloud map of caving rock of goaf roof presents multiple double-peak fractures.The numerical speckle technique is used to analyze the overburden transport state before and after dynamic loading.The re-sults show that the looseness height of the model reaches the top of the model and the overall subsidence reaches 20 mm.The experiment reveals the response law of deformation and failure of roadway surrounding rock and the excellent performance of digital speckle technology in overlying rock deformation monitoring,which provides a certain theoretical basis and technical support for reducing the occurrence of rock burst ac-cidents and building green smart mines.

dynamic load disturbancedigital specklesimilarity simulationoverburden migration

刘恩强、高辉、解袁满

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陕西华电榆横煤电有限责任公司

动载扰动 数字散斑 相似模拟 覆岩运移

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(12)