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微震监测与爆破测振对公路边坡的联合控制

Microseismic Monitoring and the Blasting Vibration on the Joint Control of Slope Stability

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【作者】 文排科左宇军唐波邱跃琴张颖

【Author】 WEN Paike;ZUO Yujun;TANG Bo;QIU Yueqin;ZHANG Ying;Mining College,Guizhou University;Guizhou Key Laboratory of Comprehensive Utilization of Non-metallic Mineral Resources,Guizhou University;Guizhou Engineering Lab of Mineral Resources,Guizhou University;Engineering Center for Safe Mining Technology Under Complex Geologic Condition;

【机构】 贵州大学矿业学院贵州省非金属矿产资源综合利用重点实验室贵州省优势矿产资源高效利用工程实验室复杂地质矿山开采安全技术工程中心

【摘要】 为研究贵州某高陡岩质公路边坡在施工期间受到爆破震动的影响,在分别探讨了微震监测和爆破测振原理的基础上,用IMS微震监测设备探索爆破震动下边坡岩体内部微震活动规律,TC4850爆破测振仪研究爆破震动对边坡表面稳定性的影响,两者结合,对施工期的边坡稳定性进行联合控制。结果表明,微震事件集中分布的岩体内部区域对应的岩体表面质点振动速度较大,联合控制可靠性更强,值得在公路工程开挖边坡稳定性监测中广泛推广。

【Abstract】 In order to study a high and steep rocky road slope during construction under the influence of blasting vibration in Guizhou. On the basis of discussing respectively the principle of microseismic monitoring and the blasting vibration,IMS microseismic monitoring equipment is used to explore the internal law of seismic activity of the slope rock mass under blasting vibration,at the same time,TC4850 blasting vibration is used to study the effect of blasting vibration on the surface of slope stability. The two methods are combined to take a joint control of slope stability during the construction. Results show that when the microseismic events of the inner region of slope rock appear densely,the vibration velocity of its corresponding rock mass surface particle is larger,the reliability of joint control is more stronger,the method is worth widely popularization in stability monitoring of excavation slope in the highway engineering.

【基金】 国家科技支撑计划(2012BAB08B06);贵州省自然科技研究重点项目(黔教科2010003);贵州省优秀科技教育人才省长资金项目(黔省专合字(2011)36号);贵州省高层次人才科研条件特助经费项目(TZJF-2010年-044号);贵州大学矿业学院研究生创新基金(研理工2014071)支助
  • 【文献出处】 公路工程 ,Highway Engineering , 编辑部邮箱 ,2015年02期
  • 【分类号】U416.14
  • 【被引频次】1
  • 【下载频次】93
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