Low-Activation Reinforced Concrete Design Methodology (10)- Low-Activation Concrete Based on Fused Alumina Aggregates and High Alumina Cement

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dc.contributor.authorM. Kinno
dc.contributor.authorH. Nishida
dc.contributor.authorK. Kimura
dc.contributor.authorY. Fujikura
dc.contributor.authorN. Katayose
dc.contributor.authorR. Yoshino
dc.contributor.authorT. Mori
dc.contributor.authorA. Hasegawa
dc.date.accessioned2016-10-10T18:49:36Z
dc.date.available2016-10-10T18:49:36Z
dc.date.issued2007-08-12T00:00:00+00:00
dc.identifier.urihttp://www.lib.ncsu.edu/resolver/1840.20/31192
dc.publisherIASMiRT
dc.relation.ispartofseriesH - Concrete Material, Containment and Other Structures
dc.relation.ispartofseriesHW1 -
dc.relation.ispartofseriesSMiRT 19 - Toronto, Canada. August 12-17, 2007
dc.titleLow-Activation Reinforced Concrete Design Methodology (10)- Low-Activation Concrete Based on Fused Alumina Aggregates and High Alumina Cement
dc.typeConference Proceeding

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