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dc.contributor.authorFANG, YSen_US
dc.contributor.authorLIN, JSen_US
dc.contributor.authorSU, CSen_US
dc.date.accessioned2014-12-08T15:03:57Z-
dc.date.available2014-12-08T15:03:57Z-
dc.date.issued1994-06-01en_US
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://hdl.handle.net/11536/2467-
dc.description.abstractIn this paper, an empirical method based on Peck and Fujita's study is proposed to estimate the magnitude and extent of surface settlement associated with shield tunnelling. It is found that the ground-settlement curves calculated with the proposed method for various types of shields, ground conditions, tunnel diameters, and depths are in reasonably good agreement with field measurements. For open shields tunnelled through clayey soils, the stability ratio has a significant influence on the surface settlement induced. Field measurement data suggest that the Peck-Fujita method may be used to estimate the ground subsidence associated with the construction of parallel tunnels.en_US
dc.language.isoen_USen_US
dc.subjectEMPIRICAL METHODen_US
dc.subjectFIELD MEASUREMENTen_US
dc.subjectSETTLEMENTen_US
dc.subjectSOFT GROUNDen_US
dc.subjectTUNNELINGen_US
dc.titleAN ESTIMATION OF GROUND SETTLEMENT DUE TO SHIELD TUNNELING BY THE PECK-FUJITA METHODen_US
dc.typeNoteen_US
dc.identifier.journalCANADIAN GEOTECHNICAL JOURNALen_US
dc.citation.volume31en_US
dc.citation.issue3en_US
dc.citation.spage431en_US
dc.citation.epage443en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1994NW02400011-
dc.citation.woscount9-
Appears in Collections:Articles