Study on the efficiency of energy transfer in the blasting with different coupling mediums for deep rock mass excavation

IF 4.7 2区 工程技术 Q1 MECHANICS
Jianhua Yang , Chao Peng , Zhiwei Ye , Chi Yao , Xiaobo Zhang , Yongli Ma , Chuangbing Zhou
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Abstract

Geostress diminishes the energy utilization of explosives in deep rock mass blasting excavation. The water as a coupling medium in borehole is advantageous to improving the blasting effect and energy utilization in deep rock mass blasting due to its good load transfer effect. However, the theories of water-coupling blasting (WCB) for the deep rock mass excavation are imperfect and the relevant parameters are determined empirically with reference to the standards for air-coupling blasting (ACB). This study focuses on the differences in energy transfer between WCB and ACB. Based on the superposition of blasting stress and geostress, the failure characteristics and energy distribution were investigated under different charging structures and geostress levels in WCB and ACB for deep rock mass excavation. The results reveal that, in both WCB and ACB, as the increasing geostress, the energy consumed in the crushed zone remains relatively constant, while the energy consumed in the crack zone decreases, and the energy consumed in the elastic vibration zone increases. Furthermore, when the geostress is below 40 MPa, it has barely effect on the total energy transferred into the rock mass, but adjusts the proportion of effective energy to ineffective energy. The percentage of total energy transferred into the rock mass in WCB is about triple that in ACB. The effective energy declines with the increasing geostress, while ineffective energy shows the opposite trend. Further, an interesting finding is that the ratio of effective energy and ineffective energy in WCB compared to those in ACB increases with the increasing decoupling coefficient at a geostress of 20 MPa. Compared to the condition of smaller decoupling coefficients, the advantages of WCB over ACB is more obvious under larger decoupling coefficients. Meanwhile, the energy associated with the blasting cavity and blasting vibrations in both WCB and ACB was also discussed. Ultimately, the reliability of this study has been tentatively confirmed by combining theoretical analysis with numerical simulation results.
深部岩体开挖不同耦合介质爆破能量传递效率研究
地应力降低了深部岩体爆破开挖中炸药的能量利用率。在深部岩体爆破中,水作为耦合介质具有良好的荷载传递效果,有利于提高爆破效果和能量利用率。然而,深部岩体开挖水耦合爆破理论尚不完善,相关参数的确定主要参照空气耦合爆破标准。本研究的重点是WCB和ACB之间能量传递的差异。在爆破应力与地应力叠加的基础上,研究了不同装药结构和地应力水平下浅埋围岩和浅埋围岩的破坏特征和能量分布。结果表明:随着地应力的增大,压碎区能耗保持相对稳定,裂缝区能耗降低,弹性振动区能耗增加;当地应力低于40 MPa时,地应力对传递给岩体的总能量影响不大,但对有效能量与无效能量的比例有调节作用。WCB向岩体传递的总能量占比约为ACB的3倍。有效能量随地应力的增大而减小,无效能量则相反。此外,一个有趣的发现是,在20 MPa地应力下,WCB与ACB的有效能量和无效能量之比随着解耦系数的增加而增加。与较小的解耦系数条件相比,较大的解耦系数条件下,WCB比ACB的优势更为明显。同时,还对两种结构的爆破空腔和爆破振动的能量关系进行了讨论。最终,通过理论分析与数值模拟结果的结合,初步证实了本研究的可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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