Civil Engineering Reference
In-Depth Information
Table 9.1
The SCM compositions and the corresponding results of fresh properties obtained from some research on SCC containing high-
volume SCMs
SP (kg/m
3
)
Sources
FA
(%)
GGBFS
(%)
SF (%) MK (%) RHA
(%)
TBC (kg/
m
3
)
w/b
Slump
low (mm)
T
50
(s)
V-funnel
time (s)
L-box
Segregation
index (%)
Güneyisi et
al. (2011)
15-45
-
-
5-15
-
550
0.32
6.0-8.0
695-730
-
-
-
-
-
15-45
-
5-15
-
8.0
705-730
-
-
-
-
7.5-22.5 7.5-22.5 -
5-15
-
7.0-8.0
700-730
-
-
-
-
Vejmelková
et al. (2011)
-
56
-
-
-
570
0.26
6.84
750
8
-
-
-
-
-
-
40
-
607
0.32
9.105
730
9
-
-
-
Liu (2010)
40-100
-
-
-
-
439-495 0.35-0.37 1.98-3.71
705-730
-
6.1-9.1
-
5-13
Gesog˘ lu et al.
(2009)
20-60
-
-
-
-
450
0.44
2.9-3.2
675-730
1-2
4-10.4
0.71-0.95 -
-
20-60
-
-
-
2.8-3.7
670-710
3
10-14
0.70-0.73 -
15-45
-
5-15
-
-
4.2-4.8
690-720
2-3
6-7.5
0.79-0.89 -
-
15-45
4-15
-
-
4.0-5.8
680-715
3.0-4.0
5.2-11.2
0.82-0.93 -
10-30
10-30
-
-
-
2.8-3.2
690-730
2.2-3.0
6.2-9.9
0.85-0.90 -
7.5-22.5 7.5-22.5 5-15
-
-
4.2-5.0
675-700
2.8-3.4
4.2-6.0
0.85-0.87 -
Dinakar et al.
(2008)
30-85
-
-
-
-
500-750 0.41-0.31 8.75-15
630-800
-
5-12
-
-
Sukumar et
al. (2008)
30-52
-
-
-
-
525-570 0.32-0.34 2.1-2.85
(VMA=5.25-
5.70)
773-793
1.0-1.5
3-4
0.96-1.0
3.0-5.5
Gesog˘ lu and
Özbay (2007)
20-60
-
-
-
-
550
0.32
6.67-7.43
730
2.2-4.0
7.0-17.0
0.90-0.96 -
-
20-60
-
-
-
8.89-10.43
700-730
1.2-3.3
11.0-15.0 0.88-0.95 -
15-45
-
5-15
-
-
8.22-9.11
705-730
2.0-2.2
7.1-8.2
0.93-0.96 -
-
15-45
5-15
-
-
9.78-10.78
710-730
2.3-4.0
8.0-13.6
0.94-0.95 -
10-30
10-30
-
-
-
4.44-8.00
730
2.0
6.3-12.2
0.94-0.98 -
7.5-22.5 7.5-22.5 5-15
-
-
6.40-8.00
670-700
3.0-5.0
8.3-13.1
0.83-0.88 -
