满轲, 刘晓丽, 王驹, 岳中文, 王锡勇, 许鹏. 高放废物地质处置切缝药包定向爆破技术研究[J]. 工程力学, 2019, 36(S1): 316-323,328. DOI: 10.6052/j.issn.1000-4750.2018.05.S013
引用本文: 满轲, 刘晓丽, 王驹, 岳中文, 王锡勇, 许鹏. 高放废物地质处置切缝药包定向爆破技术研究[J]. 工程力学, 2019, 36(S1): 316-323,328. DOI: 10.6052/j.issn.1000-4750.2018.05.S013
MAN Ke, LIU Xiao-li, WANG Ju, YUE Zhong-wen, WANG Xi-yong, XU Peng. CUTTING SEAM CARTRIDGES OF DIRECTIONAL BLASTING TECHNOLOGY FOR THE GEOLOGICAL DISPOSAL OF HIGH-LEVEL RADIOACTIVE WASTE[J]. Engineering Mechanics, 2019, 36(S1): 316-323,328. DOI: 10.6052/j.issn.1000-4750.2018.05.S013
Citation: MAN Ke, LIU Xiao-li, WANG Ju, YUE Zhong-wen, WANG Xi-yong, XU Peng. CUTTING SEAM CARTRIDGES OF DIRECTIONAL BLASTING TECHNOLOGY FOR THE GEOLOGICAL DISPOSAL OF HIGH-LEVEL RADIOACTIVE WASTE[J]. Engineering Mechanics, 2019, 36(S1): 316-323,328. DOI: 10.6052/j.issn.1000-4750.2018.05.S013

高放废物地质处置切缝药包定向爆破技术研究

CUTTING SEAM CARTRIDGES OF DIRECTIONAL BLASTING TECHNOLOGY FOR THE GEOLOGICAL DISPOSAL OF HIGH-LEVEL RADIOACTIVE WASTE

  • 摘要: 基于切缝药包定向断裂技术,详细研究了切缝药包在巷道爆破中的爆发过程及其破坏原理;并结合高放废物地质处置爆破工程的特殊性(围岩损伤要求尽可能的小),论述了甘肃北山坑探设施BET项目,设计了切缝药包定向爆破的参数。并从理论上分析了高放废物地质处置工程定向断裂爆破岩石破坏的起裂及破坏判据,其采用动态力学参数(动抗压强度、动抗拉强度、动态弹性模量、动泊松比、动断裂韧性、动应力强度因子等)对该破坏判据进行了刻画。进一步的,在同一巷道掌子面情况下,于不同左、右帮部位置处,实施了切缝药包爆破试验,发现在采用切缝药包的右帮位置处,光面爆破效果良好,并且在切缝药包处的围岩损伤范围与爆破振动速度均较普通药包情况下的损伤范围小,验证了通过上述方法计算得到的爆破参数是合理的,切缝药包技术应用于高放废物地质处置工程是可取的。需指出的是,钻爆施工涵盖多种不同的爆破参数,影响因素众多,该文爆破试验获取的爆破数据仅仅是对切槽药包定向断裂爆破在高放废物地质处置工程的初步探索,该研究可对后续工程开挖提供相应的试验数据与理论支撑,其对于深部地下工程的爆破开挖有一定的理论指导意义。

     

    Abstract: As the excavation damaged zone (EDZ) of the surrounding rock is required to be as low as possible for the geological disposal of high-level radioactive waste, the blasting theory was studied deeply with the cutting seam cartridge technology. Taking the Beishan exploration tunnel (BET) as an example, the blasting parameters were designed by the cutting seam cartridge technology. A rock failure criterion was proposed especially for judging the rock crack initiation and propagation, where the dynamic mechanical parameters were adopted.Furthermore, a blasting test was carried out under the same tunnel face with the left and right sides, which correspond to the common cartridge and cutting seam cartridge, respectively. It is found that the blasting effect of the cutting seam cartridge is better than the other side, which verified the cutting seam cartridge technology. Moreover, with the surrounding rock EDZ and blasting vibration monitoring, the EDZ area and blasting vibration velocity of the cutting seam cartridge were much smaller than those of the other side. The results and the theoretical knowledge can be applied to the blasting and excavation of deep geo-engineering and the High-Level radioactive Waste geo-disposal.

     

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