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金属矿山 ›› 2019, Vol. 48 ›› Issue (11): 14-19.

• 采矿工程 • 上一篇    下一篇

深部采场开采扰动下巷道围岩松动圈演化规律研究

徐世达1,2,皇甫风成3,雷刚1,2,李元辉1,2   

  1. 1. 东北大学资源与土木工程学院,辽宁 沈阳 110819;2. 深部金属矿山安全开采教育部重点试验室,辽宁 沈阳 110819;3. 新疆阿舍勒铜业股份有限公司,新疆 阿勒泰 836500
  • 出版日期:2019-11-15 发布日期:2020-01-03
  • 基金资助:

    基金项目:“十三”五国家重点研发项目(编号:2016YFC0801605),国家自然科学基金青年基金项目(编号:51704056),中央高校基本科研业务费专项(编号:N160103006),中国博士后基金项目(编号:2017m621152)。

Study on the Loosen Zone Evolution of Roadway Surrounding Rock under Mining Disturbance

Xu Shida1,2,Huangfu Fengcheng3,Lei Gang1,2,Li Yuanhui1,2   

  1. 1. Shool of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China;2. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Shenyang 110819,China;3. Xinjiang Ashele Copper Co., Ltd.,Altay 836500,China
  • Online:2019-11-15 Published:2020-01-03

摘要: 深部开采过程中,经常会遇到采场周边巷道围岩支护失效、巷道破坏等问题。为改善支护效果,采用声波测试技术研究阿舍勒铜矿深部采场开采过程中的巷道围岩损伤规律,着重分析与采场不同距离处巷道围岩损伤程度的差异。结果表明:深部采场开采扰动对周边巷道围岩松动圈厚度有明显影响,随着开采扰动次数增加,各测孔处的巷道围岩损伤均出现了不同程度增长;采场开采过程中,随着与采场距离的增大,开采扰动对岩体的损伤逐渐减小。阿舍勒铜矿深部采场开采下盘应力集中区距下盘采场边界距离为20~25 m;距离采场下盘最终边界25 m处的测孔开采扰动累积损伤增量小于开采前损伤量的20%。采场开采扰动前,巷道围岩松动圈与巷道位置无关,阿舍勒铜矿50 m中段巷道围岩松动圈厚度为1.4~1.7 m;开采扰动后,采场附近巷道围岩松动圈厚度为1.6~2.0 m。研究成果对于改善矿井支护效果、降低支护成本有一定的参考价值。

关键词: 深部开采, 松动圈厚度, 巷道围岩, 声波速度, 岩体损伤

Abstract: The failure of support and roadway surrounding rock near the stope are usually observed in the deep mining.In order to improve the supporting quality,this paper adopts ultrasonic detection to study the damage law of the roadway surrounding rock in the deep stope mining of Ashele Copper Mine.And the influence of the distance between the stope and the damaged rock of the mine is analyzed emphatically.The results show that the mining of deep stope has an apparent impact on the thickness of loosen zone.With the increase of mining disturbance,the damage of roadway surrounding rock at different test holes have different degrees of growth.The damage caused by mining disturbance is closed to the distance between the rock location and the stope.The longer distance,the lower damage to the roadway surrounding rock.The distance between the stress concentrated area to the stope boundary ranges from 20 m to 25 m.Damage induced during mining process is less than 20% when the distance exceeds 25 m.There is no apparent relation of the location of the roadway,with 1.4~1.7 m of the thickness of loosen zone.The thickness of loosen zone of the roadway surrounding rock increases to 1.6~2.0 m after the mining of the nearby stope.The above study results are of great significance to improve supporting effects and reduce supporting costs.

Key words: Underground mining, Thickness of loosen zone, Roadway surrounding rock, Acoustic velocity, Rock mass damage