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Creep and shrinkage behavior of selfconsolidating concrete

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Ratio of SCC to Non-SCC creep & shrinkage predictions. Experiment. Measure creep and shrinkage of three SCC mixtures (Shah, Miura, Khayat) ... – PowerPoint PPT presentation

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Title: Creep and shrinkage behavior of selfconsolidating concrete


1
Creep and shrinkage behavior of
self-consolidating concrete
Advisor David J. Mukai, Ph.D. Benoit Cordoba,
Masters candidate University of Wyoming
2
Introduction
  • 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.

3
What 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.

4
Flowing 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.

5
Passing Ability of SCC
John McBrides Research at the University of
Wyoming
6
Literature 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.
7
Examples
8
Experiment
  • 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.

9
Testing 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
  • Questions?
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