Please use this identifier to cite or link to this item: https://doi.org/10.1139/T10-077
Title: Ground movements above tunnels: A method for calculating volume loss
Authors: Palmer, A.C. 
Mair, R.J.
Keywords: Elasticity
Settlements
Tunnels
Volume loss
Issue Date: Mar-2011
Source: Palmer, 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
Abstract: Excavation 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.
Source Title: Canadian Geotechnical Journal
URI: http://scholarbank.nus.edu.sg/handle/10635/59071
ISSN: 00083674
DOI: 10.1139/T10-077
Appears in Collections:Staff Publications

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