Abstract

In this paper, operation, data interpretation, and validity of vibrating slope apparatus (VSA) tests for concrete flow property measurements were investigated Results from standard slump tests and VSA tests of 14 different concrete mixes in a total of 29 batches of mixtures are presented. The concrete mixes had different water-to-cement ratios (w/c), different dosages of water reducing agent (WRA), and different types and replacement levels of fly ash. The test results indicated that the original method for VSA data analysis was difficult to manage, and the test result interpretations were inappropriate. Two new parameters, the time for starting mass loss (Tstart) and the inverse of average flow rate for 20% mass loss (1/FRavg) at the chute angle of 10°, were therefore proposed to describe concrete flow property. These two parameters, resulting from the original VSA test data, are easy to identify and easy to use. A strong correlation was found between Tstart and concrete slump. Using Tstart and 1/FRavg, the effects of w/c, WRA, and fly ash on concrete rheological behavior were appropriately characterized. The concrete flowability loss with time was also properly expressed.

References

1.
Ferraris
,
C. F.
, “
Measurement of the Rheological Properties of High Performance Concrete: State of the Art Report
,”
Journal of Research of the National Institute of Standards and Technology
 1044-677X, Vol.
104
, No.
5
,
1999
, pp.
461
-
478
.
2.
Ferraris
,
C.
,
de Larrard
,
F.
, and
Martys
,
N.
, “
Fresh Concrete Rheology: Recent Developments
,”
Materials Science of Concrete VI
,
American Ceramic Society
,
Sidney
Mndess
and
Jan
Skalny
, Eds.,
Westerville
,
2001
, pp.
215
-
241
.
3.
Banfill
,
P. F. G.
, “
The Rheology of Fresh Cement and Concrete—A Review
,”
Proceedings of 11th International Cement Chemistry Congress
,
Durban
,
2003
.
4.
Wong
,
G. S.
,
Alexander
,
A. M.
,
Haskins
,
R.
,
Poole
,
T. S.
,
Malone
,
P. G.
, and
Wakeley
,
L.
, “
Portland Cement and Concrete Rheology and Workability
,” Final Report (FHWA-RD-00-025),
U.S. Department of Transportation, Federal Highway Administration
,
04
2001
.
5.
Koehler
,
E. P.
,
Bodenlos
K. D.
, and
Fowler
D. W.
, “
Development of an Energy-Based Approach to Workability Characterization
,”
12th Annual Symposium Proceedings
,
International Center for Aggregate Research
,
Denver, CO
,
2004
.
6.
Mehta
,
P. K.
and
Monteiro
,
P. J. M.
,
Concrete: Structure, Properties, and Materials
,
Prentice Hall
,
1993
, pp. 322.
7.
Ferraris
,
C. F.
and
de Larrard
F.
, “
Modified Slump Test to Measure Rheological Parameters of Fresh Concrete
,”
Cement, Concrete, and Aggregates
, Vol.
20
, No.
2
,
1998
, pp.
241
-
247
.
8.
Ferraris
,
C. F.
and
de Larrard
F.
, “
Testing and Modeling of Fresh Concrete Rheology
,” NISTIR 6094,
National Institute of Standards and Technology (NIST)
,
1998
9.
C. F.
Ferraris
and
L.
Brower
, Eds., “
Comparison of Concrete Rheometers: International Tests at LCPC (Nantes, France) in October 2000
,” NISTIR 6819,
09
2001
.
10.
Tattersal
,
G. H.
,
Workability and Quality Control of Concrete
,
E&FN Spon
,
1991
.
11.
Tattersall
G. H.
and
Baker
P. H.
, “
The Effect of Vibration on the Rheological Properties of Fresh Concrete
,”
Magazine of Concrete Research
 0024-9831, Vol.
40
, No.
143
,
1988
, pp.
79
-
89
.
12.
Mindess
S.
,
Young
J. F.
, and
Darwin
D.
,
Concrete
, 2nd ed.,
Pearson Education, Inc.
,
Prentice Hall
,
2003
, pp.
203
-
209
.
13.
EN 12350-5, “
Testing Fresh Concrete-Part 5: Flow Table Test
,”
European Committee for Standardization
,
2000
.
14.
Bartos
,
P.
,
Fresh Concrete-Properties and Tests
,
ELSEVIER
,
1992
.
15.
Ferraris
,
C.
,
Obla
,
K. H.
, and
Hill
,
R.
, “
The Influence of Mineral Admixtures on the Rheology of Cement Paste and Concrete
,”
Cement and Concrete Research
 0008-8846 https://doi.org/10.1016/S0008-8846(00)00454-3, Vol.
31
,
2001
, pp.
245
-
255
.
16.
Malhotra
,
V. M.
and
Mehta
,
P. K.
,
High-Performance, High-Volume Fly Ash Concrete
,
Marquardt Printing Ltd
,
2002
, pp. 21.
This content is only available via PDF.
You do not currently have access to this content.