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Please use this identifier to cite or link to this item: https://doi.org/10.1139/T10-077
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dc.titleGround movements above tunnels: A method for calculating volume loss
dc.contributor.authorPalmer, A.C.
dc.contributor.authorMair, R.J.
dc.date.accessioned2014-06-17T05:30:14Z
dc.date.available2014-06-17T05:30:14Z
dc.date.issued2011-03
dc.identifier.citationPalmer, A.C., Mair, R.J. (2011-03). Ground movements above tunnels: A method for calculating volume loss. Canadian Geotechnical Journal 48 (3) : 451-457. ScholarBank@NUS Repository. https://doi.org/10.1139/T10-077
dc.identifier.issn00083674
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/59071
dc.description.abstractExcavation of a tunnel induces small movements at the surface of the ground above. Those movements are often estimated by empirical methods. This paper presents a simple derivation of formulas for elastic ground, based on the reciprocal theorem. It confirms that the effect of removal of the weight of the soil in the tunnel is not negligible.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1139/T10-077
dc.sourceScopus
dc.subjectElasticity
dc.subjectSettlements
dc.subjectTunnels
dc.subjectVolume loss
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1139/T10-077
dc.description.sourcetitleCanadian Geotechnical Journal
dc.description.volume48
dc.description.issue3
dc.description.page451-457
dc.description.codenCGJOA
dc.identifier.isiut000288566000010
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