Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/5029
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dc.contributor.authorAla, Charan Kumar-
dc.date.accessioned2025-02-06T12:59:05Z-
dc.date.available2025-02-06T12:59:05Z-
dc.date.issued2025-01-
dc.identifier.citationInternational Conference On Mining, Minerals, Metals & Materials (IC4M), CSIR-IMMT, Bhubaneswar, 22-24 January 2025en_US
dc.identifier.urihttp://hdl.handle.net/2080/5029-
dc.descriptionCopyright belongs to the proceeding publisher.en_US
dc.description.abstractCurrently, in India, 96% of coal is being extracted through opencast mines. Opencast mining has become the dominant method of extracting minerals due to technological advancements, cost effective operations, and the possibility of large-scale operations, maximum resource extraction, a safe work environment, and the availability of straightforward reclamation solutions. Blasting is a crucial operation in opencast mining as it breaks the large volumes of hard rock into manageable fragments, making it easier to load, transport, and process. The ever-growing demand for raw minerals is leading to the extraction of minerals from opencast mines at higher depths and expansion in close proximity to residential, agricultural, and forest areas. Blasting in the opencast mines, which are located in the proximity of residential, agricultural, and forest areas, is creating new issues like damage to residential buildings/structures, community impacts, and environmental concerns. A mine that is located near residential areas is selected for this study. Two villages, two colonies, one temple, one highway road, and a mango farm are located within the danger zone of the mine. This paper aims to determine a suitable controlled blasting design to control fly rock, blast induced ground vibrations, and air overpressure near structures and public road. In this study, trial blasts were conducted by limiting the maximum charge per delay in blast holes and using a sufficient number of old conveyor belt pieces overlain by sand bags for muffling the blasting area. This resulted in restricting the flyrock up to 10m and significant decrease in air overpressure and blast induced ground vibration levels within the permissible limits.en_US
dc.subjectControl Blastingen_US
dc.subjectVibrationen_US
dc.subjectFly Rocken_US
dc.subjectPeak Particle Velocityen_US
dc.subjectMaximum Charge Per Delayen_US
dc.titleBlasting Operations Near Structures: A Case Studyen_US
dc.typePresentationen_US
Appears in Collections:Conference Papers

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