SFRSCC –A SUSTAINABILITY STUDY ON THE CONSTRUCTION OF A FOUNDATION SLAB
Abstract eng: A Danish innovation consortium is preparing a set of guidelines on the mix design and execution of steel fiber reinforced self-compacting concrete (SFRSCC). The guidelines are based on full scale experimental studies. This paper describes a full scale casting of a foundation slab where the structural design is governed by a maximum crack width requirement of 0.2mm. The sustainability of two designs are compared, one with only conventional reinforcement and one with a combination of steel fibers and conventional reinforcement Results revealed that the combined reinforcement solution produced steel and cost savings of approximately 45 % and 15 %, respectively, i.e. a more sustainable solution.
Contributors:
Publisher:
Japan Concrete Institute, Tokyo
Conference Title:
Conference Title:
First International Conference on Concrete Sustainability
Conference Venue:
Tokyo (JP)
Conference Dates:
2013-05-27 / 2013-05-29
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-29, last modified 2014-11-18
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