Title: Creep and shrinkage behavior of selfconsolidating concrete
1Creep and shrinkage behavior of
self-consolidating concrete
Advisor David J. Mukai, Ph.D. Benoit Cordoba,
Masters candidate University of Wyoming
2Introduction
- Self-Consolidating Concrete (SCC) was developed
in Japan starting in the mid 1980s by professor
Hajime Okamura to improve the durability of
buildings in Japan. In the summer of 1988
Kazumasa Ozawa was able to create the first SCC. - Because of its many advantages SCC is starting to
be used in the U.S.
3What is SCC?
- Concrete that can be placed in the form and go
through obstructions by its own weight and
without the need of vibration. - Typical characteristics
- Low coarse aggregate (CA) content.
- High cement content (typically).
- Cement replacement with fly ash or slag cement.
- High range water reducer and plasticizers.
4Flowing ability and passing ability
- Since the quality of the concrete depends on its
ability to flow and clear obstacles, they need to
be verified on site. - Flowing ability is measured with a slump cone
pancake. - Passing ability is measured by the ability of
concrete to go through obstructions. - depends on low CA content
- Experiment being conducted at the University of
Wyoming.
5Passing Ability of SCC
John McBrides Research at the University of
Wyoming
6Literature review
- According to Neville1 the factors that affect
creep and shrinkage predictions are shown at
right. - Predictions that use slump will not be applicable
to SCC.
1 Creep of plain and structural concrete
Neville, Dilger, Brooks. Construction Press,
1983.
7Examples
8Experiment
- Measure creep and shrinkage of three SCC mixtures
(Shah, Miura, Khayat) - Measure creep and shrinkage of three non-SCC
mixtures (proportioned according to Portland
Cement Association guidelines) with same w/c as
SCC mixtures. - Creep tests based on ASTM C512-87.
9Testing frame
Applied force 35000 lb/156 kN
Cylinders are 4 diameter x 8
There is a spherical washer Under the bottom
plate to align the header plates.
10