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dc.contributor.author Graham, J
dc.contributor.author Alfaro, M
dc.contributor.author Ferris, G
dc.date.accessioned 2007-09-10T11:59:13Z
dc.date.available 2007-09-10T11:59:13Z
dc.date.issued 2004-12-31T11:59:13Z
dc.identifier.citation 0008-3674; CAN GEOTECH J, DEC 2004, vol. 41, no. 6, p.1206 to 1212. en
dc.identifier.uri http://hdl.handle.net/1993/2803
dc.description.abstract The paper examines the stress-strain behaviour of densely compacted sand tested at pressures up to 80 MPa in one-dimensional compression and 7.2 MPa confining pressure in triaxial tests. Tests were performed at temperatures up to 100degreesC. The testing relates to a proposal by Atomic Energy of Canada Limited to fill containers of waste nuclear fuel with a crushed quartz sand to provide additional stiffness. No significant effects of temperature were encountered in either isotropic compression or triaxial shear. en
dc.format.extent 328133 bytes
dc.format.mimetype application/pdf
dc.language.iso en_US
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dc.rights info:eu-repo/semantics/restrictedAccess
dc.subject sand en
dc.subject compression en
dc.subject shear strength en
dc.subject temperature en
dc.subject pressure en
dc.subject ONE-DIMENSIONAL COMPRESSION en
dc.subject BEHAVIOR en
dc.subject TESTS en
dc.title Compression and strength of dense sand at high pressures and elevated temperatures en
dc.status Peer reviewed en
dc.identifier.doi http://dx.doi.org/10.1139/t04-047


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