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Engineering Parameters Affecting Blast-Induced Rock Fragmentation: A Short Review

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dc.contributor.author Komadja, Gbetoglo charles
dc.contributor.author Rana, Aditya
dc.contributor.author Anye, Vitalis
dc.date.accessioned 2024-07-09T09:19:41Z
dc.date.available 2024-07-09T09:19:41Z
dc.date.issued 2024-02-29
dc.identifier.uri https://repository.rsif-paset.org/xmlui/handle/123456789/423
dc.description Published in: 2023 2nd International Conference on Multidisciplinary Engineering and Applied Science (ICMEAS) https://doi.org/10.1109/ICMEAS58693.2023.10429834 en_US
dc.description.abstract Blasting is the only economical way of excavating hard rocks for mining production and civil engineering operations where mucking from the in-situ rock is not feasible. Blasting performance depends upon two parameters: rock and rock mass properties which cannot be controlled and blast design which is controllable and can be optimized. The methods to assess these parameters exist in various research works and difficult to be assessed by the practitioners. This review gathers and discusses the most common empirical methods for assessing these blasting parameters and the models developed to predict rock fragmentation and should interest quarry operators and managers as it will help for preliminary design and adjust according to the field trial results. en_US
dc.publisher IEEE Xplore en_US
dc.subject Rock blasting , blast-induced fragmentation , blast design en_US
dc.title Engineering Parameters Affecting Blast-Induced Rock Fragmentation: A Short Review en_US
dc.type Presentation en_US


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