Please use this identifier to cite or link to this item: https://repository.rsif-paset.org/xmlui/handle/123456789/423
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dc.contributor.authorKomadja, Gbetoglo charles-
dc.contributor.authorRana, Aditya-
dc.contributor.authorAnye, Vitalis-
dc.date.accessioned2024-07-09T09:19:41Z-
dc.date.available2024-07-09T09:19:41Z-
dc.date.issued2024-02-29-
dc.identifier.urihttps://repository.rsif-paset.org/xmlui/handle/123456789/423-
dc.descriptionPublished in: 2023 2nd International Conference on Multidisciplinary Engineering and Applied Science (ICMEAS) https://doi.org/10.1109/ICMEAS58693.2023.10429834en_US
dc.description.abstractBlasting 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.publisherIEEE Xploreen_US
dc.subjectRock blasting , blast-induced fragmentation , blast designen_US
dc.titleEngineering Parameters Affecting Blast-Induced Rock Fragmentation: A Short Reviewen_US
dc.typePresentationen_US
Appears in Collections:Minerals, Mining and Materials Engineering

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