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The use of optical fibre sensors in a geotechnical centrifuge for reinforced slopes

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dc.contributor.author Kapogianni, E en
dc.contributor.author Sakellariou, MG en
dc.contributor.author Laue, J en
dc.contributor.author Springman, SM en
dc.date.accessioned 2014-03-01T02:52:47Z
dc.date.available 2014-03-01T02:52:47Z
dc.date.issued 2010 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/36060
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-84861049818&partnerID=40&md5=07e09d5600f334cc613d940a9c052e53 en
dc.subject.other Geotechnical centrifuges en
dc.subject.other Optical fibre sensors en
dc.subject.other Reinforced slope en
dc.subject.other Reinforcement layers en
dc.subject.other Rockfalls en
dc.subject.other Self-weight en
dc.subject.other Slope inclination en
dc.subject.other Centrifuges en
dc.subject.other Optical fibers en
dc.subject.other Reinforcement en
dc.subject.other Rock bursts en
dc.subject.other Sensors en
dc.subject.other Shaft displacement en
dc.subject.other Loading en
dc.title The use of optical fibre sensors in a geotechnical centrifuge for reinforced slopes en
heal.type conferenceItem en
heal.publicationDate 2010 en
heal.abstract The purpose of this paper is to investigate making strain measurements via optical fibre sensors in a geotechnical centrifuge. This study is part of a test series, which has been carried out in the ETH Zurich geotechnical centrifuge, with the main goal being to investigate the behaviour of reinforced slopes that are subjected, initially, to self weight loading and, subsequently, to impact from a rockfall event. Several reinforced slope models were built with a height of 18 cm and a slope inclination of 2V:1H. The maximum g-level applied was 100 g and the optical fibre sensors were placed on the reinforcement layers at various positions in the model in order to measure the deformations of the reinforcement during the different loading events. © 2010 Taylor & Francis Group, London. en
heal.journalName Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 en
dc.identifier.volume 1 en
dc.identifier.spage 343 en
dc.identifier.epage 348 en


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