Show simple item record

dc.contributor.authorPhienwej, N.en_US
dc.contributor.authorSurarak, Chanatonen_US
dc.contributor.authorCai, Haoen_US
dc.contributor.authorSuwansawat, S.en_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorBalasubramaniam, Balaen_US
dc.contributor.editorM. Hamza, M. Shahien, Y, El-Mossallamyen_US
dc.date.accessioned2017-04-24T10:16:06Z
dc.date.available2017-04-24T10:16:06Z
dc.date.issued2009en_US
dc.date.modified2013-08-20T00:00:20Z
dc.identifier.refurihttp://www.2009icsmge-egypt.org/Default.aspx?AspxAutoDetectCookieSupport=1en_US
dc.identifier.urihttp://hdl.handle.net/10072/31859
dc.description.abstractGround and wall movements in an excavation using a combined cut-and-cover method and New Australian Tunnelling Method (NATM) for an MRT station is studied by means of a 2D finite element analysis. An advanced elasto-plastic constitutive law is adopted to model the soil behavior. Multi-stage construction of both the cut-and-cover box and NATM excavation are modeled. Ground surface settlements behind diaphragm walls induced by the cut-and-cover excavation are in good agreement with those calculated from the simplified method. Deflection of diaphragm wall on the NATM excavation side was smaller than that of the opposite side due to stress release from the tunnel excavation. However, ground surface settlements increased three times of the settlement occurring after the excavation of the cut-and-cover box.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.format.extent240978 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_US
dc.publisherIOS Pressen_US
dc.publisher.placeThe Netherlandsen_US
dc.publisher.urihttp://www.iospress.nl/loadtop/load.php?isbn=9781607500315en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencename17th International Conference on Soil Mechanics and Geotechnical Engineeringen_US
dc.relation.ispartofconferencetitleProceedings of the International Conference on Soil Mechanics and Geotechnical Engineeringen_US
dc.relation.ispartofdatefrom2009-10-05en_US
dc.relation.ispartofdateto2009-10-10en_US
dc.relation.ispartoflocationAlexandria, Egypten_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchCivil Geotechnical Engineeringen_US
dc.subject.fieldofresearchcode090501en_US
dc.titleCombined cut and cover and new Austrian tunnelling methods for MRT station in Bangkok sub-Soilsen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.rights.copyrightCopyright 2009 IOS Press. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the publisher website for access to the definitive, published version.en_US
gro.date.issued2009
gro.hasfulltextFull Text


Files in this item

This item appears in the following Collection(s)

  • Conference outputs
    Contains papers delivered by Griffith authors at national and international conferences.

Show simple item record