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23G-04_1_09.pdf7.66 MBAdobe PDF見る/開く
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dc.contributor.authorLee, Wei Fengen
dc.contributor.authorIshihara, Kenjien
dc.date.accessioned2013-05-10T04:36:45Z-
dc.date.available2013-05-10T04:36:45Z-
dc.date.issued2011-
dc.identifier.urihttp://hdl.handle.net/2433/173843-
dc.descriptionInternational Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Construction, Green Hall, Kensetsu-Koryu-kan, 2011/07/14-15en
dc.description.abstractIn this paper, the forensic investigation of a subway tunnel construction failure occurred in Kaohsiung, Taiwan is presented. The studied construction failure occurred during a cross-pass tunnel excavation of a shield tunnel construction work of the Kaohsiung Mass Rapid Transit system, and had resulted in severed tunnel collapse and extensive ground failure that even reached to ground surface 30m above the tunnel depth. In order to investigate such a serious construction failure, particular soil testing programs and geophysical testing methods were carried out to access the possible failure scenario of the investigated case. Information presented in this paper is hoped to be helpful to improve engineers’ knowledge for preventing similar construction risks.en
dc.format.mimetypeapplication/pdf-
dc.language.isoeng-
dc.titlePiping Failure of a Metro Tunnel Constructionen
dc.typearticle-
dc.type.niitypeArticle-
dc.identifier.jtitleProceeding of TC302 Symposium Osaka 2011 : International Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Constructionen
dc.identifier.spage73-
dc.identifier.epage82-
dc.textversionpublisher-
dc.identifier.artnum共同研究(一般共同研究)23G-04-
dc.sortkey09-
dc.addressOffice of Res. & Dev., National Taiwan University of Science and Technologyen
dc.addressResearch and Development Initiative, Chuo Universityen
dcterms.accessRightsopen access-
出現コレクション:International Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Construction

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