|Table of Contents|

Effect of Mineral Admixture on Early Age Cracking of Concrete(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2006年04期
Page:
19-
Research Field:
Publishing date:
2006-12-20

Info

Title:
Effect of Mineral Admixture on Early Age Cracking of Concrete
Author(s):
GAO Xiao-jian BA Heng-jing YANG Ying-zi
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
Keywords:
concrete early age cracking mineral admixture autogenous shrinkage drying shrinkage creep
PACS:
TU528.041
DOI:
-
Abstract:
Early age cracking has been an ever-present problem during the application of high performance concrete. Influences of silica fume, fly-ash and ground granulated blast-furnace slag(GGBS)on early age cracking tendency of concrete were studied using the plate type concrete cracking frame, and autogenous shrinkage, total shrinkage of early age concrete under the drying condition were also measured in this experiment. The test results show that the addition of silica fume worsens the early age cracking of concrete, though it has little influence on the total shrinkage of early age concrete under drying condition. The addition of fly-ash reduces evidently the early age autogenous shrinkage of concrete and it doesn't decrease the total shrinkage of concrete. The addition of GGBS increases both autogenous shrinkage and total shrinkage of concrete at early ages. However, the addition of fly-ash or GGBS improves the early age cracking resistance of concrete, and fly-ash exceeds GGBS. As a result, the main reason of the lower cracking resistance of the silica fume concrete is that the addition of silica fume increases the elastic modulus and reduces the creep stress relaxation capability of concrete at early ages. The higher cracking resistance of the concrete added with fly-ash or GGBS is due to the lower elastic modulus and the better creep stress relaxation capability of concretes at early ages.

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Last Update: 2006-12-20