File Download

There are no files associated with this item.

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Effect of mineral admixtures on formwork pressure of self-consolidating concrete

Author(s)
Kim, Jae HongBeacraft, MarkShah, Surendra P.
Issued Date
2010-10
DOI
10.1016/j.cemconcomp.2010.07.018
URI
https://scholarworks.unist.ac.kr/handle/201301/8231
Fulltext
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=77956335811
Citation
CEMENT & CONCRETE COMPOSITES, v.32, no.9, pp.665 - 671
Abstract
Owing to enhanced filling ability, self-consolidating concrete offers accelerated casting and superior quality control during construction. However, its high fluidity and high placement rate increase the lateral pressure on the formwork, necessitating an extensive supporting system to retain fresh mixtures in a desired shape. Current recommendations of formwork design for self-consolidating concrete adopt the concept of hydrostatic pressure, even though the measured pressure could be less than the recommended level. This study shows that mineral admixtures such as processed clays can appreciably lessen the formwork lateral pressure. In addition, the correlation between the formwork pressure response and the loss of slump flow is derived, providing an approximate method to estimate the reduction in formwork pressure.
Publisher
ELSEVIER SCI LTD
ISSN
0958-9465

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.