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dc.contributor.author Sato, N
dc.contributor.author Im, H
dc.contributor.author Nakazawa, Y
dc.contributor.author Jang, H
dc.contributor.author Ohtomo, Y
dc.contributor.author Kawamura, Y
dc.contributor.editor Iresha, H
dc.contributor.editor Elakneswaran, Y
dc.contributor.editor Dassanayake, A
dc.contributor.editor Jayawardena, C
dc.date.accessioned 2024-12-26T04:48:04Z
dc.date.available 2024-12-26T04:48:04Z
dc.date.issued 2024
dc.identifier.citation Sato, 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.
dc.identifier.issn 2961-5372
dc.identifier.issn 2961-5372
dc.identifier.uri http://dl.lib.uom.lk/handle/123/23059
dc.description.abstract In 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 parameters en_US
dc.language.iso en en_US
dc.publisher Division of Sustainable Resources Engineering, Hokkaido University, Japan en_US
dc.subject Tunnel en_US
dc.subject Overbreak en_US
dc.subject ANN en_US
dc.subject SfM en_US
dc.subject ORF en_US
dc.title Prediction of overbreak phenomenon in tunnel blasting using ORF index en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Earth Resources Engineering en_US
dc.identifier.year 2024 en_US
dc.identifier.conference Eight International Symposium on Earth Resources Management & Environment - ISERME 2024 en_US
dc.identifier.place Hokkaido University, Japan en_US
dc.identifier.pgnos pp. 245-246 en_US
dc.identifier.proceeding Proceedings of the International Symposium on Earth Resources Management & Environment en_US
dc.identifier.email sato.naru.i2@elms.hokudai.ac.jp en_US


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