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dc.contributor.author서종원-
dc.date.accessioned2022-10-27T05:59:39Z-
dc.date.available2022-10-27T05:59:39Z-
dc.date.issued2021-02-
dc.identifier.citationTUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, v. 111, article no. 103860, page. 1-20en_US
dc.identifier.issn0886-7798; 1878-4364en_US
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0886779821000511?via%3Dihuben_US
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/175897-
dc.description.abstractUsage of tunnel boring machines has become the most popular underground excavation method to meet recent underground infrastructure development demands because of the high advance rate associated with this approach. However, using a tunnel boring machine for tunnel construction under difficult ground conditions carries the potential risk of causing undesired events. Determining the exact geological ground conditions before commencement of the project is almost impossible, rendering this industry to be fraught with high risk. Bow-tie risk analysis has emerged as a powerful tool for studying the risk management of undesired events in several high-risk industries but is yet to be comprehensively studied in the context of underground rock engineering. This paper presents a novel risk analysis methodology based on a generic bow-tie method for systematic assessment and management of risks associated with tunnel boring machine in difficult ground conditions. The bow-tie method integrates the fault tree and event tree analyses methods that follow a cause-consequence methodological approach centred on the common undesired event. The proposed risk analysis technique serves as a powerful tool that can aid tunnel boring machine professionals in systematically investigating, evaluating, and mitigating the inherited risks associated with tunnel boring machine in difficult ground condi-tions. For validation, the proposed methodology is applied to the twin tunnel boring machine project conducted in the Himalayas, and the results demonstrate its applicability as an effective risk analysis method.en_US
dc.description.sponsorshipThis work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIT) (No. NRF-2018R1A5A1025137 and No. NRF-2019R1A2C2006577). Abubakar Sharafat and Kamran Latif are extremely thankful to the Higher Education Commission of Pakistan for the Human Resource Development Initiative -Universities of Engineering Science and Technology scholarship.en_US
dc.language.isoenen_US
dc.publisherPERGAMON-ELSEVIER SCIENCE LTDen_US
dc.subjectRisk analysis; Bow-tie method; Tunnel boring machine; Tunnelling; Difficult ground conditionsen_US
dc.titleRisk analysis of TBM tunneling projects based on generic bow-tie risk analysis approach in difficult ground conditionsen_US
dc.typeArticleen_US
dc.relation.volume111-
dc.identifier.doi10.1016/j.tust.2021.103860en_US
dc.relation.page1-20-
dc.relation.journalTUNNELLING AND UNDERGROUND SPACE TECHNOLOGY-
dc.contributor.googleauthorSharafat, Abubakar-
dc.contributor.googleauthorLatif, Kamran-
dc.contributor.googleauthorSeo, Jongwon-
dc.relation.code2021002561-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidjseo-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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