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Blast-induced Cumulative Effects in Surrounding Rock of Largespan Tunnel under Multiple Blasts

机译:多次爆炸下大型爆发隧道周围岩石爆炸累积效应

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The blasting vibration derived from multiple blasts and its effects on surrounding rock in a longspan tunnel will probably give rise to cumulative damage of surrounding rock, and weaken surrounding rock's stability. Blastmate III, made by the Canadian company Instantel, is utilized to monitor the vibration signals from multiple blasts. Blasting vibration decay law and allowed safety distance of blasting are calculated by using Sadaovsk formula. Then, cumulative effects are analyzed by Hilbert-Huang Transform method as well as consequential instantaneous energy spectrum, and UTEP is presented to indicate the change of cumulative effects and damage in surrouding rock. The research shows that during the progress of damage evolution, "strengthening" and" deteriorating" may alternately appear several times. This is a zigzag reciprocating process in damage evolution of surrounding rock.
机译:来自多种爆炸的爆破振动及其对长跨隧道周围岩石的影响可能会导致周围岩石的累积损坏,并削弱周围的岩石的稳定性。由加拿大公司Instantel制作的炭牛肉III用于监测来自多个爆炸的振动信号。通过使用Sadaovsk公式计算爆破振动衰减定律和允许的爆破安全距离。然后,通过Hilbert-Huang变换方法以及后续瞬时能谱分析累积效应,提出了UTEP,以指示累积效应的变化和压痕岩石中的损坏。该研究表明,在损伤进化过程中,“加强”和“恶化”可交替出现几次。这是围岩损伤演化中的曲折往复过程。

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