Prediction of overbreak phenomenon in tunnel blasting using ORF index

dc.contributor.authorSato, N
dc.contributor.authorIm, H
dc.contributor.authorNakazawa, Y
dc.contributor.authorJang, H
dc.contributor.authorOhtomo, Y
dc.contributor.authorKawamura, Y
dc.contributor.editorIresha, H
dc.contributor.editorElakneswaran, Y
dc.contributor.editorDassanayake, A
dc.contributor.editorJayawardena, C
dc.date.accessioned2024-12-26T04:48:04Z
dc.date.available2024-12-26T04:48:04Z
dc.date.issued2024
dc.description.abstractIn the drill and blast method, one of the most critical issues is overbreak. Overbreak leads to decreased work efficiency and increased operational costs, and it is recognized as a problem that needs to be addressed. Although several factors contributing to overbreak have been proposed, the specific parameters with the most significant impact are still unclear. However, it is evident that the geological conditions of the rock mass have a significant influence. In this study, the Overbreak Resistance Factor (ORF) was adopted to predict the occurrence of overbreak and to create an indicator for it. As a result, we were able to predict the occurrence and grasp the trends of overbreak. Geological data were collected from a mountain tunnel in Japan, and overbreak data were gathered from the 3D CG model of the tunnel face, which was constructed using Structure from Motion (SfM). Using these datasets, an overbreak prediction model using an Artificial Neural Network (ANN) was developed, and sensitivity analysis was performed to create an overbreak chart based on the influence of different parametersen_US
dc.identifier.citationSato, N, Im, H, Nakazawa, Y, Jang, H., Ohtomo, Y, & Kawamura, Y., (2024). Prediction of overbreak phenomenon in tunnel blasting using ORF index. In H. Iresha, Y. Elakneswaran, A. Dassanayake, & C. Jayawardena (Ed.), Eight International Symposium on Earth Resources Management & Environment – ISERME 2024: Proceedings of the international Symposium on Earth Resources Management & Environment (pp. 245-246). Department of Earth Resources Engineering, University of Moratuwa. https://doi.org/10.31705/ISERME.2024.46
dc.identifier.conferenceEight International Symposium on Earth Resources Management & Environment - ISERME 2024en_US
dc.identifier.departmentDepartment of Earth Resources Engineeringen_US
dc.identifier.doihttps://doi.org/10.31705/ISERME.2024.46
dc.identifier.emailsato.naru.i2@elms.hokudai.ac.jpen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.issn2961-5372
dc.identifier.pgnospp. 245-246en_US
dc.identifier.placeHokkaido University, Japanen_US
dc.identifier.proceedingProceedings of the International Symposium on Earth Resources Management & Environmenten_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/23059
dc.identifier.year2024en_US
dc.language.isoenen_US
dc.publisherDivision of Sustainable Resources Engineering, Hokkaido University, Japanen_US
dc.subjectTunnelen_US
dc.subjectOverbreaken_US
dc.subjectANNen_US
dc.subjectSfMen_US
dc.subjectORFen_US
dc.titlePrediction of overbreak phenomenon in tunnel blasting using ORF indexen_US
dc.typeConference-Full-texten_US

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