Ghent University Academic Bibliography

Advanced

Interactions between rheological properties and pumping of SCC

Dimitri Feys UGent, Geert De Schutter UGent and Ronny Verhoeven UGent (2010) CONCRETE PLANT INTERNATIONAL. p.64-75
abstract
In the fresh state, self-compacting concrete (SCC) shows large differences compared to ordinary vibrated concrete. SCC is considered as a much more fluid material. On the other hand, the same equipment and the same standard rules as for ordinary concrete are applied during pumping. Does the different fluid behaviour influence the pumping procedure and are some new precautions needed ? By means of full-scale testing, the influence of the fresh (rheological) properties on the pressure required during pumping of SCC were investigated. The results show, in case of SCC, a very large influence of the viscosity on the concrete on the pumping pressures, and as SCC has in general a higher viscosity than ordinary concrete, it requires higher pressures to be pumped. The velocity profile of SCC flowing in pipes consists of a small plug with constant velocity in the centre in the centre of the pipe, a large velocity gradient near the pipe wall and a smaller velocity gradient in between. As a result, SCC, in contrast to ordinary concrete, does not flow at uniform velocity in a pipe. As a result, the flow in bends causes an additional pressure loss, but due to the very large scatter in the results, no conclusions can be drawn. The pumping process influences the fresh properties of the SCC due to two different actions : structural breakdown, which means that the concrete becomes more fluid due to high speed flowing, and an increase in air content. SCC with a high initial slump flow shows decreased segregation resistance after pumping, while for SCC with a low initial slump flow, the slump flow decreases even more. Both effect appear to have an increase importance with increasing pumping velocities. As a result, it is advised to pump SCC at rather low velocities.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
journal title
CONCRETE PLANT INTERNATIONAL
Concr. Plant Int.
issue
2010 / 3
pages
64 - 75
ISSN
1437-9023
language
English
UGent publication?
yes
classification
A2
copyright statement
I have transferred the copyright for this publication to the publisher
id
1170041
handle
http://hdl.handle.net/1854/LU-1170041
date created
2011-02-24 17:03:41
date last changed
2016-12-19 15:46:38
@article{1170041,
  abstract     = {In the fresh state, self-compacting concrete (SCC) shows large differences compared to ordinary vibrated concrete.  SCC is considered as a much more fluid material. On the other hand, the same equipment and the same standard rules as for ordinary concrete are applied during pumping. Does the different fluid behaviour influence the pumping procedure and are some new precautions needed ?
By means of full-scale testing, the influence of the fresh (rheological) properties on the pressure required during pumping of SCC were investigated. The results show, in case of SCC, a very large influence of the viscosity on the concrete on the pumping pressures, and as SCC has in general a higher viscosity than ordinary concrete, it requires higher pressures to be pumped. The velocity profile of SCC flowing in pipes consists of a small plug with constant velocity in the centre in the centre of the pipe, a large velocity gradient near the pipe wall and a smaller velocity gradient in between. As a result, SCC, in contrast to ordinary concrete, does not flow at uniform velocity in a pipe. As a result, the flow in bends causes an additional pressure loss, but due to the very large scatter in the results, no conclusions can be drawn.
The pumping process influences the fresh properties of the SCC due to two different actions : structural breakdown, which means that the concrete becomes more fluid due to high speed flowing, and an increase in air content. SCC with a high initial slump flow shows decreased segregation resistance after pumping, while for SCC with a low initial slump flow, the slump flow decreases even more. Both effect appear to have an increase importance with increasing pumping velocities. As a result, it is advised to pump SCC at rather low velocities.},
  author       = {Feys, Dimitri and De Schutter, Geert and Verhoeven, Ronny},
  issn         = {1437-9023},
  journal      = {CONCRETE PLANT INTERNATIONAL},
  language     = {eng},
  number       = {2010 / 3},
  pages        = {64--75},
  title        = {Interactions between rheological properties and pumping of SCC},
  year         = {2010},
}

Chicago
Feys, Dimitri, Geert De Schutter, and Ronny Verhoeven. 2010. “Interactions Between Rheological Properties and Pumping of SCC.” Concrete Plant International (2010 / 3): 64–75.
APA
Feys, D., De Schutter, G., & Verhoeven, R. (2010). Interactions between rheological properties and pumping of SCC. CONCRETE PLANT INTERNATIONAL, (2010 / 3), 64–75.
Vancouver
1.
Feys D, De Schutter G, Verhoeven R. Interactions between rheological properties and pumping of SCC. CONCRETE PLANT INTERNATIONAL. 2010;(2010 / 3):64–75.
MLA
Feys, Dimitri, Geert De Schutter, and Ronny Verhoeven. “Interactions Between Rheological Properties and Pumping of SCC.” CONCRETE PLANT INTERNATIONAL 2010 / 3 (2010): 64–75. Print.