Civil Engineering Reference
In-Depth Information
Table 4.22 Slump of concrete with various types of ceramic aggregates
Torkittikul and Chaipanich (
2010
)
Fine aggregates
W (%)
0, w
50, w
100, w
WA: 1.25 (C);
Texture: rough (C)
Shape: angular (C)
L (mm)
120
110
5
Senthamarai and Devadas (
2005
)
Coarse aggregates
w/c
0.35
0.40
0.45
0.50
0.55
0.60
WA: 0.72 (C); 1.2 (N)
Texture: smooth (C)
Shape: angular (C)
L (mm)
N
10
18
35
48
80
148
C
13
24
45
64
99
155
Suzuki et al. (
2009
)
Coarse aggregates
W (%)
0, v
10, v
30, v
WA: 9.31 (C); 0.88 (N)
L (mm)
600
550
530
Binici (
2007
)
Fine aggregates
W (%)
0, w
40, w
50, w
60, w
WA: 2.44 (C); 2.65 (N)
Texture: smooth (C)
Shape: angular (C)
L (mm)
110
90
85
80
Lopez et al. (
2007
)
Fine aggregates
W (%)
0, w
10, w
20, w
30, w
40, w
50, w
-
L (mm)
30
49
30
42
36
34
Guerra et al. (
2009
) Coarse aggregates W (%) 0, w 3, w 5, w 7, w 9, w
L (mm) 40 42 39 41 43
W replacement amount, L slump/consistency, w and v substituted by weight and by volume respectively, WA water absorption, C and N ceramic and natural
aggregates
