Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8

Figure 9

Figure 10

Figure 11

Physicalproperties

Fine aggregate

Coarse aggregate

Sieve range

0-4 mm

4-12 mm

12-22 mm

Density (g/cm3)

2.60

2.63

2.65

Water absorption (%)

1.50

0.75

0.25

Table1 Physical properties of aggregates

Aggregate

Last percentage (%)

0.125

0.25

0.5

1

2

4

8

16

22

32

0-4 mm

9

21

33

60

83

99

100

100

100

100

4-12 mm

0

1

1

1

1

12

93

100

100

100

12-22 mm

0

0

0

0

0

0

2

10

73

100

Table2 Aggregate sieve analysis

Properties

Polycarboxylate

Density (g/cm3)

1,06

pH

5,6

Drymaterialcontent(%)

25

Table3 Physical properties of chemical additives

Kimyasal özellikler

SiO2

Al2O3

Fe2O3

CaO

MgO

Na2O

K2O

SO3

    (%)

21.16

4.05

2.26

63.7

1.30

0.30

0.35

3.30

Table4 Chemical properties of CEM I cement

Materials

Material Amount (g)

Cement (g)

1000

1000

1000

1000

Water (g)

330

330

330

330

Calcite (%)

10

15

20

25

BFS (%)

10

20

30

40

10

20

30

40

10

20

30

40

10

20

30

40

Additive (g)

10

10

10

10

Table15 Paste mixture amounts

Materials

Material Amount (g) (kg/m3)

Cement

350

315

280

245

210

0-4 aggregate

1000

965

930

895

860

4-12 aggregate

290

290

290

290

290

12-22 aggregate

570

570

570

570

570

Water

175

175

175

175

175

Calcite (%10,15,20,25)

0

35

52,5

70

87,5

35

52,5

70

87,5

35

52,5

70

87,5

35

52,5

70

87,5

BFS (%10,20,30,40)

0

35

70

105

140


Polycarbosylatebasedadditive

3,5

3,5

3,5

3,5

3,5

Theoretical unit weight

2388,5

2388,5

2388,5

2388,5

2388,5

Water/cement ratio

0,50

0,50

0,50

0,50

0,50

Table6 shows, the amount of mixture of SCC in 1 cubic meter is given