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A methodology for assessing geotechnical hazards for TBM tunnelling - Illustrated by the Athens Metro, Greece

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dc.contributor.author Benardos, AG en
dc.contributor.author Kaliampakos, DC en
dc.date.accessioned 2014-03-01T01:19:45Z
dc.date.available 2014-03-01T01:19:45Z
dc.date.issued 2004 en
dc.identifier.issn 1365-1609 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/15700
dc.subject Hazard assessment en
dc.subject TBM tunnelling en
dc.subject Vulnerability index en
dc.subject.classification Engineering, Geological en
dc.subject.classification Mining & Mineral Processing en
dc.subject.other Hazards en
dc.subject.other Mining en
dc.subject.other Parameter estimation en
dc.subject.other Probabilistic logics en
dc.subject.other Risk assessment en
dc.subject.other Safety factor en
dc.subject.other Tunneling (excavation) en
dc.subject.other Underground structures en
dc.subject.other Ground conditions en
dc.subject.other TBM tunnelling en
dc.subject.other Vulnerability evaluation en
dc.subject.other Rock mechanics en
dc.subject.other ground conditions en
dc.subject.other hazard assessment en
dc.subject.other TBM en
dc.subject.other tunneling en
dc.subject.other Athens [Attica] en
dc.subject.other Attica en
dc.subject.other Eurasia en
dc.subject.other Europe en
dc.subject.other Greece en
dc.subject.other Southern Europe en
dc.title A methodology for assessing geotechnical hazards for TBM tunnelling - Illustrated by the Athens Metro, Greece en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.ijrmms.2004.03.007 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.ijrmms.2004.03.007 en
heal.language English en
heal.publicationDate 2004 en
heal.abstract Unexpected ground conditions have always been a major problem for the tunnelling industry. As demand for the development of new underground structures, regardless of the ground conditions, has increased, safety and risk considerations have become even more important. The methodology presented in this paper aims at the identification of risk-prone areas, incorporating, at the same time, the uncertainty of ground conditions. It is focused on TBM tunnelling and can be implemented in the early stages of the project. The methodology assesses the hazards by introducing the concept of a vulnerability index, which is based on the principles of rock engineering systems, to identify the weighting of the parameters, and on probabilistic modelling to address the uncertainty in the parameters' values. The proposed model is illustrated via the Athens Metro case study, used also for validating its performance under actual construction conditions. (C) 2004 Elsevier Ltd. All rights reserved. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Rock Mechanics and Mining Sciences en
dc.identifier.doi 10.1016/j.ijrmms.2004.03.007 en
dc.identifier.isi ISI:000223264000007 en
dc.identifier.volume 41 en
dc.identifier.issue 6 en
dc.identifier.spage 987 en
dc.identifier.epage 999 en


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