Providing A Better Life For Amyotrophic Lateral Sclerosis Patient or Spinal Cord Injured Patient by Artificial Neural Network or BrainGate
Providing A Better Life For Amyotrophic Lateral Sclerosis Patient or Spinal Cord Injured Patient by Artificial Neural Network or BrainGate
Providing A Better Life For Amyotrophic Lateral Sclerosis Patient or Spinal Cord Injured Patient by Artificial Neural Network or BrainGate
Abstract- In this study, the possibility of using fly ash, copper slag & marble slurry powder in concrete production is examined by
studying the effects of blending of fly ash, copper slag & marble slurry powder with partial replacement of natural sand and also
the performance of fresh and hardened concrete. This study represented the results of experimental investigation carried out to
determine compressive strength and flexural strength of concrete mixes for grade M25 & M30. The cement concrete so
investigated could be utilized as the rigid pavements on the low volume roads. It might be a forward step towards sustainable
construction of green highways.
Keywords- Fly ash, Copper Slag, Marble Slurry Powder, Concrete, Environment.
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Combined Gradation
90
70
% Passing
50
30
10
0.15 IS Sieve Size, mm1.50
(Log scale) 15.00
Combined Upper Limit
Figure.1 Combined Aggregates Gradation
548
IJRITCC | June 2016, Available @ http://www.ijritcc.org
_______________________________________________________________________________________
International Journal on Recent and Innovation Trends in Computing and Communication ISSN: 2321-8169
Volume: 4 Issue: 6 547 - 554
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The concrete mix was designed by using conventional fine quantity for different mix proportion of 1 cumec concrete of
aggregates and termed as control mix. In this study M-25 M-25 grade and M-30 grade are shown in the Tables
and M-30 grade of concrete mixes were designed. Final respectively.
3.3 (a) For Copper Slag:
Table.2 Fine Aggregates blended Mix Proportion (M-25 Grade of Concrete)
Coarse Aggregates
egate
(Fine
Aggr
Slag)
(C0p
Cement Water
(kg)
(kg)
per
FA
CS
s)
Mix Name 20 mm 10 mm
(kg) (kg)
(kg) (kg)
FA+CS
350 683.15 448.59 745.38 0.00 185.42
(100+0)
FA+CS
350 683.15 448.59 670.84 74.54 185.42
(90+10)
FA+CS
350 683.15 448.59 596.3 149.08 185.42
(80+20)
FA+CS
350 683.15 448.59 521.76 223.62 185.42
(70+30)
FA+CS
350 683.15 448.59 447.22 298.16 185.42
(60+40)
(Copp
Aggre
gates)
(Fine
Slag)
(kg)
Cement Water
(kg)
FA
CS
er
Mix Name
(kg) 20 mm (kg) 10 mm (kg) (kg)
FA+CS
360 685.50 450.13 747.95 0.00 179.48
(100+0)
FA+CS
360 685.50 450.13 673.15 74.80 179.48
(90+10)
FA+CS
360 685.50 450.13 598.35 149.60 179.48
(80+20)
FA+CS
360 685.50 450.13 523.56 224.39 179.48
(70+30)
FA+CS
360 685.50 450.13 448.77 299.18 179.48
(60+40)
549
IJRITCC | June 2016, Available @ http://www.ijritcc.org
_______________________________________________________________________________________
International Journal on Recent and Innovation Trends in Computing and Communication ISSN: 2321-8169
Volume: 4 Issue: 6 547 - 554
____________________________________________________________________________________________________________________
Table.5 Fine Aggregate Blend Mix Proportion (M-30 Grade of Concrete)
The design of concrete mix of grade M-25 and M-30 was carried out as per IS: 10262-2009 by using conventional aggregates.
550
IJRITCC | June 2016, Available @ http://www.ijritcc.org
_______________________________________________________________________________________
International Journal on Recent and Innovation Trends in Computing and Communication ISSN: 2321-8169
Volume: 4 Issue: 6 547 - 554
____________________________________________________________________________________________________________________
120 M-30 28
days
100
80 M-30 7
days
60
40 M-25 28
days
20
M-25 7
0
days
Copper Slag (%)0 10 20 30 40
Figure.2 Compressive Strength (7 Days & 28 Days) v/s. % of Copper Slag of M-25 & M-30 Grade of Concrete
0 3.68 4.34
10 4.11 4.63
20 4.24 5.17
30 3.84 4.72
40 3.42 4.13
Flexural
10 Strengt
h test
8
results
6 M-25
4 28 days
2 Flexural
0 Strengt
h test
Copper 0 10 20 30 40 results
Slag M-30
(%) 28 days
Figure.3 Flexural Strength (28 Days) v/s. % of Copper Slag of M-25 & M-30 Grade of Concrete
551
IJRITCC | June 2016, Available @ http://www.ijritcc.org
_______________________________________________________________________________________
International Journal on Recent and Innovation Trends in Computing and Communication ISSN: 2321-8169
Volume: 4 Issue: 6 547 - 554
____________________________________________________________________________________________________________________
Table.9 Effect of % Copper Slag on Density of Hardened Concrete
Figure.4 Density (7 Days & 28 Days) v/s. % of Copper Slag of M-25 & M-30 Grade of Concrete
552
IJRITCC | June 2016, Available @ http://www.ijritcc.org
_______________________________________________________________________________________
International Journal on Recent and Innovation Trends in Computing and Communication ISSN: 2321-8169
Volume: 4 Issue: 6 547 - 554
____________________________________________________________________________________________________________________
(5+5) 24.46 34.25 28.87 40.31
(6.25+6.25) 21.1 28.9 26.9 38.23
(7.5+7.5) 19.6 27.88 26.21 37.1
(10+0) 25.45 35.96 28.81 41.02
(0+10) 25.06 35.07 28.41 40.73
150
100
50 Compressive
0 Strength test
(1.25+
(3.75+
(6.25+
Fly
0
(5+5)
(10+0)
(0+10)
(2.5+2.5)
(7.5+7.5)
results M-30 28
days
Figure.5 Compressive Strength (7 Days & 28 Days) v/s. % of Fly Ash & Marble Slurry of M-25 & M-30 Grade of Concrete
15
10 Flexural
5 Strength
0 test results
Fly
(1.25+1.
(3.75+3.
(6.25+6.
M-30 28
0
(5+5)
(10+0)
(0+10)
(2.5+2.5)
(7.5+7.5)
Figure.6 Flexural Strength (28 Days) v/s. % of Copper Slag of Fly Ash & Marble Slurry M-25 & M-30 Grade of Concrete
Table.13 Effect of % Fly Ash & Marble Powder on Density of Hardened Concrete
12000
10000 Density test results
8000 M-30 28 days
6000
4000 Density test results
2000 M-30 7 days
0 Density test results
Fly
(5+5)
0
(10+0)
(0+10)
(2.5+2.5)
(7.5+7.5)
(1.25+1.25)
(3.75+3.75)
(6.25+6.25)
M-25 28 days
Density test results
M-25 7 days
Figure.7 Density (7 Days & 28 Days) v/s. % of Fly Ash & Marble Slurry of M-25 & M-30 Grade of Concrete
554
IJRITCC | June 2016, Available @ http://www.ijritcc.org
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