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dc.contributor.authorDidry, O
dc.contributor.authorGray, MN
dc.contributor.authorCournut, A
dc.contributor.authorGraham, J
dc.date.accessioned2007-09-10T12:06:37Z
dc.date.available2007-09-10T12:06:37Z
dc.date.issued2000-02-29T12:06:37Z
dc.identifier.citation0315-1468; CAN J CIVIL ENG, FEB 2000, vol. 27, no. 1, p.112 to 124.en
dc.identifier.urihttp://hdl.handle.net/1993/2806
dc.description.abstractA major experiment - the tunnel sealing experiment, related to the disposal of heat generating radioactive wastes in geological formations and supported by government organizations from Japan, France, U.S.A., and Canada, is being carried out at the Underground Research Laboratory of Atomic Energy of Canada Limited in Manitoba, Canada. Through a systematic process, the results from the experiment will be used to validate numerical models for the early age behaviour of high mass concrete bulkheads. A numerical model, based on the CESAR-LCPC finite element code equipped with the modules TEXO and MEXO, has been developed and used to predict the behaviour of a concrete bulkhead which will be built as part of the experiment. The TEXO-based component of the model which describes temperature changes has been validated. A maximum temperature rise in the concrete of 19%C is calculated. This will occur about 4 days after the concrete is cast. The temperature rise is low. This arises from the use of a specially developed low cement content concrete. Despite uncertainties in the MEXO-based model, which is used to describe the chemo-mechanical behaviour of the system, results indicate that it is unlikely that the concrete will crack, but a gap of 0.5 mm or more will develop between the bulkhead and the rock. Water leakage around the bulkhead through this gap could be significant and measures to seal this gap are advised. The modelling results recorded here will be tested against measurements made in the experiment. Thus, the numerical model will be formally validated and bounds to its use will be defined.en
dc.format.extent559476 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoengen_US
dc.rightsNo part of the NRC Research Press electronic journals may be reproduced, stored, or transmitted in any form or by any means, without the written permission of the publisher, except as stated below. Under the Canadian Copyright Act, individuals may download or print single copies of articles for personal research or study. Any person may reproduce short excerpts from articles in the journals for any purpose that respects the moral rights of authors, provided that the source is fully acknowledged. As a courtesy, the consent of authors of such material should be obtained directly from the author. Authorization to reproduce items for other than personal research or study, as stated above, may be obtained via Access © upon payment of the copyright fee of $10.00 per copy. NRC Research Press also extends certain additional rights to authors. The above rights do not extend to copying or reproduction for general distribution, for advertising or promotional purposes, for creating new collective works, or for resale. For such copying or reproduction, arrangements must be made with NRC Research Press.en
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectconcreteen
dc.subjectbulkheaden
dc.subjectsealingen
dc.subjectearly age behaviouren
dc.subjectheat of hydrationen
dc.subjectautogenous shrinkageen
dc.subjectunderground repositoryen
dc.subjectmodellingen
dc.titleModelling the early age behaviour of a low heat concrete bulkhead sealing an underground tunnelen
dc.typejournal articleen_US
dc.typeinfo:eu-repo/semantics/article
dc.statusPeer revieweden
dc.identifier.doihttp://dx.doi.org/10.1139/l99-055


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