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孔间短延时起爆爆生裂纹扩展行为研究OACSTPCD

Detonation Crack Propagation Behavior of Short Delay Blasting Between Holes

中文摘要英文摘要

为掌握逐孔起爆孔间延期时间对爆破破岩效果的影响规律,采用数值模拟手段,以某矿山灰岩为例,建立了双孔爆破数值模型,并标定了灰岩RHT本构模型的 34 个参数.模拟结果表明:逐孔起爆时,应力增强现象随着延期时间的增大而增大,但当Δt由 0 增大到 80 μs时,孔间叠加产生的应力增强可以忽略不计;先爆孔的裂纹扩展面积随着延期时间的增加而增大,后爆孔的裂纹扩展面积随着延期时间的减小而减小,孔间裂纹扩展的宽度随着延期时间的增加而增大.研究成果为数码雷管精确延时性能的推广应用提供了设计依据.

In order to understand the influence of the delay time between holes on the rock breaking effect of different rocks,a numerical model of double-hole blasting was established by means of numerical simulation using limestone from a mine as an example,and 34 parameters of the RHT constitutive model of limestone were calibrated.The simulation results showed that the stress enhancement phenomenon increased with the increase of delay time,but when Δt increased to 80 μs,the stress enhancement caused by the superposition between holes can be ignored.The crack propagation area of the pre-blasting hole increased with the increase of the delay time,the crack propagation area of the post-blasting hole decreased with the decrease of the delay time,and the width of the crack propagation between the holes increased with the increase of the delay time.The research results provide a design basis for the popularization and application of the precise delay performance of digital detonators.

徐培良;侯克鹏

云南锡业股份有限公司大屯锡矿,云南 个旧 661000昆明理工大学 国土资源工程学院,云南 昆明 650093

矿山工程

灰岩RHT本构孔间延时起爆应力叠加裂纹扩展

limestoneRHT constitutive modelinter hole delay blastingstress superpositioncrack propagation

《矿产保护与利用》 2024 (004)

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国家自然科学基金项目(52064025);云锡公司新技术引进专项(YTDK2023010)

10.13779/j.cnki.issn1001-0076.2024.04.001

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