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dc.contributor.author이승원-
dc.date.accessioned2022-10-27T01:36:14Z-
dc.date.available2022-10-27T01:36:14Z-
dc.date.issued2021-02-
dc.identifier.citationAPPLIED SCIENCES-BASEL, v. 11, no. 4, article no. 1814, page. 1814-1829en_US
dc.identifier.issn2076-3417en_US
dc.identifier.urihttps://www.mdpi.com/2076-3417/11/4/1814en_US
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/175852-
dc.description.abstractDrill and blast is the most cost-effective excavation method for underground construction, however, vibration and noise, induced by blasting, have been consistently reported as problems. Cut blasting has been widely employed to reduce the blast-induced problems during underground excavation. We propose that the large hole boring method using the state-of-the-art MSP (Multi-setting smart-investigation of the ground and pre-large hole boring) machine ("MSP method") can efficiently improve vibration reduction. The MSP machine will be used to create 382 mm diameter empty holes at the tunnel cut area for this purpose. This study assessed the efficiency of the MSP method in reducing blast-induced vibration in five blasting patterns using a cylinder-cut, which is a traditional cut blasting method. The controlled blasting patterns using the MSP method demonstrated up to 72% reduction in blast-induced vibration, compared to the base case, Pattern B, where only cylinder-cut and smooth blasting method were applied. Therefore, the MSP method proves to be a promising alternative for blasting in sensitive urban areas where non-vibration excavation techniques were initially considered. Geological characteristics of 50 m beyond the excavation face can be acquired through the proposed real-time boring data monitoring system together with a borehole alignment tracking and ground exploration system. The obtained geological information will be a great help in preparing alternative designs, and scheduling of construction equipment and labour during the tunnel construction.en_US
dc.description.sponsorshipThis work is supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) grant funded by theMinistry of Land, Infrastructure and Transport (Grant 21UUTI-B157786-02).en_US
dc.language.isoenen_US
dc.publisherMDPIen_US
dc.subjecttunnel blasting; cut blasting; blast-induced vibration; large hole boring methoden_US
dc.titleThe Efficiency of Large Hole Boring (MSP) Method in the Reduction of Blast-Induced Vibrationen_US
dc.typeArticleen_US
dc.relation.no4-
dc.relation.volume11-
dc.identifier.doi10.3390/app11041814en_US
dc.relation.page1814-1829-
dc.relation.journalAPPLIED SCIENCES-BASEL-
dc.contributor.googleauthorKim, Min Seong-
dc.contributor.googleauthorLee, Sean Seungwon-
dc.relation.code2021004533-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF EARTH RESOURCES AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidseanlee-
dc.identifier.orcidhttps://orcid.org/0000-0002-4874-5832-


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