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Holistic scientific approach to address wall damage and berm loss from blasting in large open cut metal mines

机译:全面的科学方法来解决大型露天金属矿山爆破造成的墙体破坏和护堤损失

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Highwall failures in large deep open cut mines have very significant safety andcommercial implications. There are many factors influencing the stability ofhighwalls. The major influence is the interaction of the local geology with the shapeof the pit wall. This factor is in the realm of the geotechnical engineer and is beyondthe control of the blasting engineer. However, a secondary influence is the blastinduceddamage to the wall. In most open cut metal mines the blasting strategy tocontrol this damage involves the use of separate production and trim blasts boundedby presplits at the final wall.Many mines adopt a quality control approach to blasting which may be complementedby trial and error attempts to improve outcomes. However this generally leads to onlyincremental adjustments in blast parameters and does not always lead to success inaddressing more complex problems like wall control. Furthermore, such trial anderror approaches often result in a lengthy improvement program that requires a largeamount of the engineering resources and is thus not sustainable. As a result, wall andberm failure continue to be major threats for deep open cut mines.This paper discusses a holistic scientific approach to address blasting-related walldamage issues by measuring major contributing factors and using the latesttechnology and blast models to reduce their impacts. The applications of blastvibration modelling and borehole pressure measurements are each discussed in detail.A new multiple layer method of blasting for vibration control is presented, wherebyseparate blast layers are fired with a long, multisecond delay between the layers. Thisenables complete separation of vibration waveforms emanating from each layer andleads to overall reductions in vibration.Combining wall control blasts with production blasts in a single blast event can alsomake substantial productivity gains. Provided sufficient understanding of blastdamage mechanisms has been gained, appropriate design modifications can result inincreased productivity with lower cost and improved wall control outcomes.
机译:大型深露天矿的高墙破坏对安全和商业意义重大。影响高墙稳定性的因素很多。主要影响是局部地质与井壁形状的相互作用。这个因素在岩土工程师的领域中,是爆破工程师无法控制的。但是,次要影响是爆炸引起的墙体损坏。在大多数露天金属矿山中,控制这种破坏的爆破策略涉及在最终壁上使用单独的生产爆破和修整爆破,许多爆破都采用质量控制的方法进行爆破,并可能通过尝试和尝试来改善结果。但是,这通常只会导致爆炸参数的增量调整,并不会总能成功解决壁墙控制等更复杂的问题。此外,这种反复试验的方法通常导致冗长的改进计划,这需要大量的工程资源,因此是不可持续的。因此,墙体和煤层破裂仍然是深露天采矿的主要威胁。本文讨论了一种整体科学方法,通过测量主要影响因素并使用最新技术和爆炸模型来减少其影响,从而解决与爆破有关的墙体破坏问题。分别详细讨论了爆破振动建模和井眼压力测量的应用。提出了一种新的用于控制振动的多层爆破方法,从而在各个爆破层之间进行了较长的,几秒钟的延迟燃烧。这样就可以完全分离出每一层产生的振动波形,从而整体上降低振动。在一次爆炸事件中将墙面控制爆破与生产爆破结合使用也可以大大提高生产率。只要对爆炸破坏机理有足够的了解,适当的设计修改就可以提高生产率,同时降低成本并改善墙体控制效果。

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