Application of Different Waste in Concrete as a Partial ...Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp as a fractional substitution for OPC in cement. The primary point of

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IJSTE - International Journal of Science Technology & Engineering | Volume 2 | Issue 3 | September 2015 ISSN (online): 2349-784X

All rights reserved by www.ijste.org

89

Application of Different Waste in Concrete as a

Partial Replacement of Cement

Anurag Shrivas Devansh Jain

M. Tech Scholar Assistant Professor

Department of Civil Engineering Department of Civil Engineering

Rajiv Gandhi Proudyogiki Mahavidyalaya, Bhopal UIT-RGPV, Bhopal

Rajesh Joshi

Assistant Professor

Department of Civil Engineering

Rajiv Gandhi Proudyogiki Mahavidyalaya, Bhopal.

Abstract

Diverse modern and rural waste materials with pozzolanic properties, for example, saw dust ash, fly ash, miceo silica, and rice

husk ash and so on have had critical influence in the generation of superior cement. Amid the late twentieth century, three has

been an increment in the utilization of mineral admixture by the bond and solid commercial enterprises. The expanding interest

for bond and cement is met by the halfway substitution for vitality escalated Portland concrete. Pozzolanic materials have long

exhibit their adequacy in creating elite cement. Manufactured pozzolanas, for example, supplementary solidifying material in

numerous piece of the world. This work assesses the compressive quality and workability of rice husk ash, Wheat Straw Ash, Fly

Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp as a fractional substitution for OPC in cement. The primary point of this

work is to focus the ideal rate of rice husk ash, Wheat Straw Ash, Fly Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp as

incomplete trade of bond for M30 and M40 evaluation of cement upto 30% at interim of 10%.

Keywords: Rice husk ash, Wheat Straw Ash, Fly Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp cement

replacement, concrete, Compressive strength, Workability

________________________________________________________________________________________________________

I. INTRODUCTION

How does solid fit into this mind boggling world situation of the development business? The answers are straightforward yet

colossal. Whatever be its constraints, solid as a development material is still rightly seen and distinguished as the supplier of a

country's foundation and in a roundabout way, to its monetary advancement and strength, and to be sure, to the personal

satisfaction. It is so effectively and promptly arranged and created into a wide range of possible shapes and auxiliary frameworks

in the domains of base, residence, transportation, work and play. Its incredible straightforwardness lies in that its constituents are

most promptly accessible anyplace on the planet; the colossal excellence of cement, and presumably the significant reason for its

poor execution, then again, is the way that both the constituents' decision, and the proportioning of its constituents are completely

in the engineer's hands and the technologist. The most extraordinary nature of the material is its inborn alkalinity, giving a

passivating component and a safe, non-consuming environment for the steel support implanted in it. Long experience and a

decent comprehension of its material properties have affirmed this perspective, and demonstrated to us that solid can be a

dependable and tough development material when it is inherent shielded conditions, or not presented to forceful situations or

specialists. In fact, extensive proof notwithstanding when presented to decently forceful situations, solid can be intended to give

long inconvenience free administration life gave care and control are practiced at each phase of its generation and manufacture,

and this is trailed by all around arranged investigation and support plans. All through the world, the waste transfer expenses have

heightened extraordinarily. In the meantime, the solid development industry has understood that the waste materials are modest

and broadly accessible by-item that can be utilized for halfway bond substitution to accomplish phenomenal workability in new

solid blends. It offers a comprehensive answer for the issue of taking care of expanding requests for solid later on in an

economical way and at a diminished or no extra cost. By this study we can diminish the ecological effects that are essential to

monetary advancement. The need of this concentrate likewise offers the innovation of Rice husk ash, Wheat Straw Ash, Fly Ash,

Glass powder, Sugarcane Bagasse Ash, Paper Pulp concrete, which are required for framework and lodging in a savvy and

biological way. There is an immediate connection in the middle of toughness and asset profitability. The utilization of waste

materials like Rice husk ash, Wheat Straw Ash, Fly Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp will help to upgrade

the solid's manageability industry. There is a significance to protect nature in the present day world. Mechanical and horticulture

waste materials like Rice husk ash, Wheat Straw Ash, Fly Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp are making

genuine ecological danger and ways are being considered to arrange them. These materials are really a super pozzolan since they

are rich in Silica. In this manner we can utilize more non-ordinary materials in development and expend the common assets also.

Application of Different Waste in Concrete as a Partial Replacement of Cement (IJSTE/ Volume 2 / Issue 3 / 014)


90

Rice husk ash, Wheat Straw Ash, Fly Ash, Glass powder, Sugarcane Bagasse Ash, Paper Pulp are such a non-traditional

materials which are discovered effortlessly and can be utilized as a part of solid industry to give great quality at lower expense.

II. METHODOLOGY

For this research project 150mm * 150mm * 150mm concrete cube is casted with different waste material, material is used for

this project, natural coarse aggregate of 20 mm maximum size, natural river sand and OPC cement of 43 grade. All these

ingredient and waste material are locally collected and mix design is done as per IS 10262 : 2009 and mix is prepared with

different with industrial and agricultural waste with different mix name and also control concrete mix has been prepared. Curing

of this specimen is done at room temperature in clear water.

III. EXPERIMENTS & RESULT

Different materials utilized all through exploratory projects led on crisp and solidified cement for different blends. Different test

like workability, compressive quality are clarified here and This section manages the presentation of test outcome, and

examination on compressive quality improvement of control cement and rice husk ash, fly ash, glass powder, wheat straw ash,

saw dust ash, Sugar bagasse ash and glass powder Concrete at distinctive curing period.

The present examination depends on the IS strategy for control concrete. husk ash, fly ash, glass powder, wheat straw ash, saw

dust ash, Sugar bagasse ash and glass powder are incompletely supplanted by bond in cement and at distinctive curing period,

trial blend of M30 and M40 evaluation of control cement is made by outlined blend plan.

Compressive quality and Workability conduct of husk ash, fly ash, glass powder, wheat straw ash, saw dust ash, Sugar bagasse

ash and glass powder blends are examined where in the impact age and rate supplanting of bond with husk ash, fly ash, glass

powder, wheat straw ash, saw dust ash on compressive and Workability is concentrated on in correlation with that of M30 and

M40 Grade control concrete. Likewise water assimilation studies are additionally done.

Test Performed On Material: A.

Specific Gravity: 1)

Results of specific gravity on material are given in table below in table 1. Table – 1

Specific Gravity of Materials

S. No. Material Specific Gravity

1. Cement 3.12

2. Fine Aggregate 2.60

3. Coarse Aggregate 2.65

4. Fly Ash 2.50

5. Glass Powder 2.25

6. Rice husk Ash 2.10

7. Wheat Straw Ash 2.08

8. Saw Dust Ash 2.15

9. Sugarcane Bagasse Ash 2.20

10 Paper Pulp 2.30

Fineness Modulus of Material: 2)

Fineness modulus of the concrete ingredients are performed in the laboratory results of the fineness is given in the table 2 below Table – 2

Fineness modulus of materials

S. No Material Fineness modulus

1. Cement 2.2

2. Glass powder 5.5

3. Fly ash 4.3

4. Rice husk ash 6.1

5. Wheat straw ash 6.5

6. Saw Dust ash 3.4

7. Sugarcane Bagasse Ash 4.8

8. Paper Pulp 5.9



91

9. Coarse Aggregate 7.50

10. Fine Aggregate 3.30

Water Absorption: 3)

Water absorption test is performed in the laboratory and it has been observed that water absorption of coarse and fine aggregate

which is used in the project is 1.023 and 0.55 respectively.

Workability: B.

Fly Ash Concrete 1)

Fly Ash gives improved workability, workability of the concrete increased with increased percentage of concrete fly ash content

in concrete. Workability test result are given in table 3 and graph 1-2. Here A3 mix gives 115mm slump in M30 concrete and

AA3 mix possess 110 mm slump in M40 concrete. i.e approximately 43.75% increment in workability. Table – 3

Workability of Fly Ash Concrete

S.

No.

Waste

Material Percentage Replacement Mix Name (M30)

Workability (Slump

in mm) M30 Mix Name (M40)

Workability

(Slump in

mm) M40

1 Control

Concrete 0% T1 80 T2 75

2

Fly Ash

10% A1 100 AA1 94

3 20% A2 105 AA2 100

4 30% A3 115 AA3 110



92

Graph 1 & Graph 2: Workability of Fly Ash Concrete

Rice Husk Ash Concrete: 2)

Rice husk Ash Concrete are less workable as we compare it to control concrete, its B3 mix of M30 possess 55 mm slump where

BB3 mix of M40 concrete gives 53mm slump. i.e. 31.25% decrease in workability. Results of workability of rice husk ash

concrete are given in table 4 and graph 3-4. Table – 4

Workability of Rice Husk Ash Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix

Name

(M30)

Workability (Slump in mm)

M30

Mix Name

(M40)

Workability

(Slump in

mm) M40

1 Control


2

Rice Husk Ash

10% B1 70 BB1 65

3 20% B2 63 BB2 61

4 30% B3 55 BB3 53

Graph 3 & Graph 4: Workability of Rice Husk Ash Concrete

Wheat Straw Ash Concrete: 3)

Wheat straw ash does not affect much on concrete, when cement is replaced by wheat straw ash in concrete its workability

slightly increased. Its M30, C3 mix gives 90 mm slump and M40,CC3 mix gives 85mm slump. i.e approximately 12.5%

increment in workability. Results of workability of Wheat straw ash concrete are given in table 5 and graph 5-6.



93

Table - 5

Workability of Wheat Straw Ash Concrete

S. No. Waste Material Percentage

Replacement

Mix

Name

(M30)

Workability

(Slump in

mm) M30

Mix Name (M40)

Workability

(Slump in mm)

M40

1 Control Concrete 0% T1 80 T2 75

2

Wheat Straw Ash

10% C1 83 CC1 80

3 20% C2 85 CC2 82

4 30% C3 90 CC3 85

Graph 5 & Graph 6: Workability of Wheat Straw Ash Concrete

Glass Powder Concrete: 4)

Glass Powder concrete gives more workability when we compare it to control concrete. its M30, D3 mix gives 105 mm slump

and M40, DD3 mix gives 100 mm slump. Glass powder concrete shows 31.25% increment in workability. Result of workability

of glass powder concrete are given in table 6 and graph 7-8. Table – 6

Workability of Glass Powder Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)


M30

Mix Name

(M40)


M40

1 Control




94

2

Glass Powder

10% D1 90 DD1 85

3 20% D2 98 DD2 88

4 30% D3 105 DD3 100

Graph 7 & Graph 8: Workability of Glass Powder Concrete

Saw Dust Ash Concrete: 5)

Saw Dust Ash Concrete gives slight increment in concrete, M30 concrete E3 mix gives 95 mm slump and M40, EE3 concrete

gives 90mm slump. i.e. 18.75% increment in concrete. workability result of Saw Dust Ash concrete are given in table 7 and

graph 9-10. Table – 7

Workability of Saw Dust Ash Concrete

S.

No. Waste Material

Percentage

Replacement

Mix Name

(M30)

Workability

(Slump in

mm) M30

Mix Name

(M40)

Workability (Slump in

mm) M40


2

Saw Dust Ash

10% E1 85 EE1 85

3 20% E2 90 EE2 85

4 30% E3 95 EE3 90



95

Graph 9 & Graph 10: Workability of Saw Dust Ash Concrete

Sugarcane Bagasse Ash Concrete: 6)

Sugarcane bagasse ash gives a big increment in workability of concrete, it has been observed that 150% increment in workability

it F3 mix of M30 and FF3 mix of M40 possess 200mm and 183mm slump respectively. Workability result are given in table 8

and graph 11-12. Table – 8

Workability of Sugarcane Bagasse Ash Concrete

S.

No. Waste Material

Percentage

Replacement

Mix

Name

(M30)

Workability

(Slump in

mm) M30

Mix Name

(M40)


mm) M40

1 Control


2

Sugarcane

Bagasse Ash

10% F1 150 FF1 143

3 20% F2 180 FF2 160

4 30% F3 200 FF3 183



96

Graph 11 & Graph 12: Workability of Sugarcane Bagasse Ash Concrete

Paper Pulp Concrete: 7)

Paper Pulp concrete are less workable when we compare it to control concrete. 18.75% workability is decreased when paper pulp

is added to concrete its G3 mix of M30 and GG3 mix of M40 concrete possess 65mm and 58 mm slump respectively. Results od

Workability of paper pulp concrete are given in Table 9 and graph 13-14. Table - 9

Workability of Paper Pulp Concrete

Waste

Material

Percentage

Replacement

Mix

Name

(M30)

Workability

(Slump in

mm) M30

Mix Name

(M40)


mm) M40

Control


Paper

Pulp

10% G1 74 GG1 65

20% G2 70 GG2 62

30% G3 65 GG3 58



97

Graph 13 & Graph 14: Workability of Paper Pulp Concrete

Comparative Workability Result: 8)

Comparison of workability of waste materials concrete with control concrete is given below in table 10. Table – 10

Comparative Workability Test Result

S.

No. Waste Material

Percentage

Replacement

Mix Name

(M30)


mm) M30

Mix Name

(M40)


mm) M40


2

Fly Ash

10% A1 100 AA1 94

3 20% A2 105 AA2 100

4 30% A3 115 AA3 110

5

Rice Husk Ash

10% B1 70 BB1 65

6 20% B2 63 BB2 61

7 30% B3 55 BB3 53

8

Wheat Straw Ash

10% C1 83 CC1 80

9 20% C2 85 CC2 82

10 30% C3 90 CC3 85

11 Glass Powder 10% D1 90 DD1 85



98

12 20% D2 98 DD2 88

13 30% D3 105 DD3 100

14

Saw Dust Ash

10% E1 85 EE1 85

15 20% E2 90 EE2 85

16 30% E3 95 EE3 90

17

Sugarcane Bagasse

Ash

10% F1 150 FF1 143

18 20% F2 180 FF2 160

19 30% F3 200 FF3 183

20

Paper Pulp

10% G1 74 GG1 65

21 20% G2 70 GG2 62

22 30% G3 65 GG3 58

Test for Compressive Strength: C.

Fly Ash Concrete: 1)

Graph 15-16 and table 11 shows compressive strength of Fly Ash concrete. when fly ash is replaced cement in concrete upto

30% it has been observed that adding fly ash gives good results where M30 mix possess compressive strength 36.68 MPa to

39.57 MPa in 28 days of curing, which is more than 35.58 MPa compressive strength of concrete. M40 concrete possess 48.82

MPa to 50.71 MPa concrete in 28 days of curing which is more then 49.73MPa compressive strength of control concrete. Table – 11

Compressive Strength Test Result of Fly Ash Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)

Compressive Strength

Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2

Fly Ash

10% A1 31.59 33.88 39.68 AA1 42.14 43.79 48.82

3 20% A2 29.89 33.31 39.37 AA2 40.44 43.22 48.51

4 30% A3 28.65 32.71 39.57 AA3 39.2 42.62 50.71



99

Graph 15 & Graph 16: Compressive Strength Test Result of Fly Ash Concrete

Rice Husk Ash Concrete: 2)

Compressive strength of Rice Husk Ash concrete are given in Table 12 and graph 17-18. Compressive of rice husk concrete

varies from 40.87 MPa to 29.5MPa and 50.1MPa to 38.64 MPa of M30 and M40 concrete mix respectively. Rice husk ash

concrete 10% and 20% mix i.e. B1,B2,BB1 and BB2 gives good compressive strength where its 30% B3 and BB3 mix gives less

compressive strength.. Table – 12

Compressive Strength Test Result of Rice Husk Ash Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2

Rice Husk Ash

10% B1 25.75 29.94 40.87 BB1 36.3 39.85 50.01

3 20% B2 20.77 25.73 33.31 BB2 31.32 35.64 42.45

4 30% B3 19.53 23.12 29.5 BB3 29.4 33.03 38.64



100

Graph 17 & Graph 18: Compressive Strength Test Result of Rice Husk Ash Concrete

Wheat Straw Ash Concrete: 3)

Table 13 and Graph 19-20 gives good compressive strength only in its 10% mix i.e. C1 and CC1 gives good compressive

strength, which is almost equal to control concrete compressive strength. Table – 13

Compressive Strength Test Result of Wheat Straw Ash Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix

Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2 Wheat Straw

Ash

10% C1 24.43 27.94 34.03 CC1 34.3 37.85 43.01

3 20% C2 18.45 22.5 31.53 CC2 28.32 32.64 40.51

4 30% C3 17.53 18.89 27.66 CC3 27.4 29.03 36.64



101

Graph 19 & Graph 20: Compressive Strength Test Result of Wheat Straw Ash Concrete

Glass Powder Concrete: 4)

Glass Powder Concrete 20% mix i.e. D2 and DD2 mix gives good compressive strength, 36.94 MPa and 45.92 MPa of M30 and

M40 concrete respectively after 28 days of curing. Table 14 and graph 21-22 shows compressive strength result of glass powder

concrete. Table – 14

Compressive Strength Test Result of Glass Powder Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2

Glass Powder

10% D1 20.05 23.61 35.04 DD1 29.92 33.75 44.02

3 20% D2 21.39 25.3 36.94 DD2 31.26 35.44 45.92

4 30% D3 18.48 22.76 34.13 DD3 28.62 32.9 43.11



102

Graph 21 & Graph 22: Compressive Strength Test Result of Glass Powder Concrete

Saw Dust Ash Concrete: 5)

Table 15 and graph 23-24 shows compressive strength of Saw dust ash concrete. when saw dust ash is replace cement in

concrete, it has been observed that saw dust ash concrete possess less compressive strength when it compare to control concrete. Table – 15

Compressive Strength Test Result of Saw Dust Ash Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

14

Saw Dust Ash

10% E1 27.96 28.79 31.58 EE1 38.1 38.93 41.25

15 20% E2 27.48 28.3 30.13 EE2 37.62 38.44 39.8

16 30% E3 28.82 31.16 36.13 EE3 38.96 41.3 45.8



103

Graph 23 & Graph 24: Compressive Strength Test Result of Saw Dust Ash Concrete

Sugarcane Bagasse Ash Concrete: 6)

Table 16 and graph 25-26 shows compressive strength of sugarcane bagasse ash concrete. when sugar cane ash replaced cement,

sugarcane bagasse ash 10% mix F1 and FF1, 35.03 MPa and 44.70 MPa of M30 and M40 mix respectively i.e. approximately

equal to control concrete. Table – 16

Compressive Strength Test Result of Sugarcane Bagasse Ash Concrete

S.

No. Waste Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

17

Sugarcane

Bagasse Ash

10% F1 22.19 28.375 35.03 FF1 32.33 38.515 44.7

18 20% F2 18.24 23.86 29.23 FF2 28.38 33.64 38.9

19 30% F3 17.36 22.095 26.75 FF3 27.5 31.875 36.25



104

Graph 25 & Graph 26: Compressive Strength Test Result of Sugarcane Bagasse Ash Concrete

Paper Pulp Concrete: 7)

Paper pulp when replaced by cement it has been observed that paper pump concrete possess less compressive strength when it is

compared to control concrete. table 17 and graph 27-28 shows result of compressive strength of paper pulp concrete. Table – 17

Compressive Strength Test Result of Rice Paper Pulp Concrete

S.

No.

Waste

Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control

Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2

Paper Pulp

10% G1 27.4 31.28 35.08 GG1 37.54 41.06 44.58

3 20% G2 25.01 28.655 33.14 GG2 34.23 38.435 42.64

4 30% G3 22.45 26.76 31.91 GG3 31.67 36.54 41.41



105

Graph 27 & Graph 28: Compressive Strength Test Result of Rice Paper Pulp Concrete

Comparative compressive Strength Test Result: 8)

Comparison of compressive strength of waste materials concrete with control concrete is given below in table 18. Table – 18

Comparative Compressive Strength Test Result

S.

No. Waste Material

Percentage

Replacement

Mix Name

(M30)


Mix Name

(M40)


M30 M40

7

Days

14

Days

28

Days

7

Days

14

Days

28

Days

1 Control Concrete 0% T1 24.8 29.72 35.58 T2 40.56 45.32 49.73

2

Fly Ash

10% A1 31.59 33.88 39.68 AA1 42.14 43.79 48.82

3 20% A2 29.89 33.31 39.37 AA2 40.44 43.22 48.51

4 30% A3 28.65 32.71 39.57 AA3 39.2 42.62 50.71

5

Rice Husk Ash

10% B1 25.75 29.94 40.87 BB1 36.3 39.85 50.01

6 20% B2 20.77 25.73 33.31 BB2 31.32 35.64 42.45

7 30% B3 19.53 23.12 29.5 BB3 29.4 33.03 38.64

8

Wheat Straw Ash

10% C1 24.43 27.94 34.03 CC1 34.3 37.85 43.01

9 20% C2 18.45 22.5 31.53 CC2 28.32 32.64 40.51

10 30% C3 17.53 18.89 27.66 CC3 27.4 29.03 36.64

11

Glass Powder

10% D1 20.05 23.61 35.04 DD1 29.92 33.75 44.02

12 20% D2 21.39 25.3 36.94 DD2 31.26 35.44 45.92

13 30% D3 18.48 22.76 34.13 DD3 28.62 32.9 43.11

14

Saw Dust Ash

10% E1 27.96 28.79 31.58 EE1 38.1 38.93 41.25

15 20% E2 27.48 28.3 30.13 EE2 37.62 38.44 39.8

16 30% E3 28.82 31.16 36.13 EE3 38.96 41.3 45.8

17 Sugarcane

Bagasse Ash

10% F1 22.19 28.375 35.03 FF1 32.33 38.515 44.7

18 20% F2 18.24 23.86 29.23 FF2 28.38 33.64 38.9

19 30% F3 17.36 22.095 26.75 FF3 27.5 31.875 36.25

20

Paper Pulp

10% G1 27.4 31.28 35.08 GG1 37.54 41.06 44.58

21 20% G2 25.01 28.655 33.14 GG2 34.23 38.435 42.64

22 30% G3 22.45 26.76 31.91 GG3 31.67 36.54 41.41



106

Cost Analysis: D.

Concrete is a versatile material and largely used in construction. The raw materials required for manufacture of the product are

Portland cement and aggregates which are available locally in every part of the country. when we determine cost of a 1 m3. Here

general cost of concrete is determined by simply calculating aggregates and cement content by its present rate. One bag of the

cement which is of 50 kg is of approximately INR 315/- i.e. 1 kg of cement is of INR 6.3/- if we replace 30% of the cement by

any waste material, so approximately 15kg of the cement is saved so that INR 94.5/- is saved on per bag that means 30% of the

cost is saved.

IV. CONCLUSION

The effect of study shows that there are good prospects of using Rice husk Ash, Fly Ash, Wheat Straw Ash, Saw Dust Ash and

Glass Powder, Sugarcane Bagasse Ash, Paper Pulp as a porcelain combination with ordinary Portland cement (OPC) in the

Concrete cube. M-30 and M-40 grade concrete cube is cast and its compressive strength and workability is determined. The

combination of 10%, 20% and 30% cement replacement Mix is prepared by using industrial and agricultural waste.

Workability of the concrete increased with the increased percentage of Fly Ash, Wheat Straw Ash, Glass Powder, Saw Dust

Ash, Sugarcane Bagasse Ash in concrete and decreased with increased percentage of Rice husk Ash and Paper Pulp. It has been

observed that Sugarcane Bagasse Ash and Fly Ash gives very good workability when they replace cement in concrete.

Compressive Strength of concrete increased with increasing percentage of Fly Ash, its all three mix give good compressive

strength. When Rice Husk Ash replace cement in concrete it has been observed that its 10% and 20% mix gives good

compressive strength. Wheat Straw Ash possess less compressive strength with increased percentage of Wheat Straw Ash, only

its 10% mix are useable. Glass Powder concrete are generally gives good compressive strength with all their mixes. Saw Dust

Ash 30% mix only gives good compressive strength. When Sugarcane Bagasse Ash replaced cement in concrete, its 10% mix

gives better compressive strength. Paper Pulp possess lower compressive strength, its only 10% mix are useable.

Concrete is a versatile building material which is largely used in construction. When cement is replaced by these waste

material upto 30%. By using these waste material INR 94.5/- can be saved on per bag of cement i.e. 30% of the cost.

REFERENCES

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[2] Sener, S., Bažant, Z. P., and Becq-Giraudon, E. (1999). Size effect on failure of bond splices of steel bars in concrete beams. Journals of Structural Engineering, ASCE, 125(6), 653-660.

[3] Krauthammer, T., Elfahal, M. M., Ohno, T., Beppu, M., and Mindess, S. (2003). Size effect of high strength concrete cylinder subjected to axial impact.

International Journals of Impact Engineering, Elsevier, 28, 1001-1016. [4] Deepak Gargate, Deepali Verma, Manuraj Singh Aharwal, Rajeshwari Dhurve, Devansh Jain, S.S.Kushwaha; Evolution Of Concrete By Partially

Replacing All The Ingredient Of Concrete; International Journal of Engineering Research-Online, Vol.3, Issue 3, 2015; pp.367-372; ISSN: 2321-7758;

http://www.ijoer.in. [5] Chandrakant Sharma, Digvijay Singh Rathore, Kanchan Atram, Megha Kunjam, Devansh Jain , S.S.Kushwaha; hybrid concrete by partial replacement of

all ingredients of concrete; International Journal of Engineering Research-Online, Vol.3, Issue 3, 2015; pp.377-383; ISSN: 2321-7758; http://www.ijoer.in.

[6] P.K. Roy, Devansh Jain, Vijay Meshram; Use Of Electronic Waste As A Partial Replacement Of Coarse Aggregate In Concrete; International Journal Of Engineering Research-Online, Vol.3, Issue 4, 2015; Pp.132-138; Issn: 2321-7758; http://www.ijoer.in.

[7] Pravin Zarbade, Rajesh Joshi, Devansh Jain; Evolution of Concrete using Recycled Aggregate, Coconut Shells and E-Waste as a Coarse Aggregate; IJSTE

- International Journal of Science Technology & Engineering; Volume 2, Issue 03, September 2015; ISSN (online): 2349-784X. [8] Sener, S., Barr BIG, and Abusiaf, H. F. (2004). Size effect in axially loaded reinforced column. Journal Structural Engineering, ASCE, 130(4):662-670.

[9] Elfahal, M. M., Krauthammer, T., Ohno, T., Beppu, M., and Mindess, S. (2005). Size effect of normal strength concrete cylinder subjected to axial impact.

International Journal of Impact Engineering, Elsevier, 31,461-481. [10] Bindiganavile, V., and Banthia, N. (2006). Size effects and the dynamic response of plain concrete. Journal of Materials in Civil Engineering, ASCE, 18(4),

485-491. [11] Koc, V., and Sener, S. (2009). Size effect in normal- and high-strength concrete with different notches under the axial load. Journal of Materials in Civil

Engineering, ASCE, 21(9), 433-445.

[12] Choudhury, A. M. (2010). Study on size effect of RC beam-column connections with and without retrofitting under cyclic loading. Doctoral Thesis, Department of Civil Engineering, Indian Institute of Technology, Guwahati, India.

[13] Vikas Kumar Singh, Pradeep Tiwari, Devansh Jain“Comparative Study of the Compressive Strength of Concrete when Natural Crushed Stone Coarse

Aggregate is Replaced by Recycled Aggregate and Coconut Shells”; International Journal of Engineering Research and Management (IJERM); ISSN:2349-2058; Volume-01, Issue-06; September 2014.

[14] Adarsh Dubey, Sanjay Saraswat, Devansh Jain; “Study of Properties of Concrete when its Fine Aggregate is replaced by Glass Powder”; IJSRD -

International Journal for Scientific Research & Development; Vol. 2, Issue 08, 2014; ISSN (online): 2321-0613. [15] Anubhav Tiwari, Devansh Jain, Rajesh Joshi; Effect Of Partial Replacement Of Cement By Fly Ash Using Nylon Fiber In Concrete Paver Block;

International Journal of Engineering Research-Online, Vol.3, Issue 2, 2015; ISSN: 2321-7758; http://www.ijoer.in.

[16] Varsha Mishra, Devansh Jain, Rajesh Joshi; Evolution of Properties of Fly Ash-Lime Bricks with Soil; IJSTE - International Journal of Science Technology & Engineering; Volume 1, Issue 9, March 2015; ISSN (online): 2349-784X.

[17] Devansh Jain, Amarendra Parasd, Sonu Sahu; Effect of Fly Ash on Properties of Black Cotton Soil; IJSRD - International Journal for Scientific Research &

Development, Vol. 3, Issue 01, 2015; pp.768-770; ISSN (online): 2321-0613. [18] Devansh Jain1 Ashok Gupta2 Himanshu Jain; Comparative Study of Concrete When Rice Husk Ash, Saw Dust Ash, Wheat Straw Ash used as Partial

Replacement of Cement in Concrete; IJSRD - International Journal for Scientific Research & Development; Vol. 3, Issue 01, 2015; pp.764-767; ISSN

(online): 2321-0613.



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[19] Marthong, C. (2012b). Experimental study on rehabilitated RC beam-column connections under cyclic loading. Doctoral Thesis, Department of Civil

Engineering, Indian Institute of Technology, Guwahati, India. [20] Marthong, C. (2012c). Size Effect Study on Fly Ash Concrete. International Journal of Engineering Research and Technology, ISSN 2278 – 0181,

Accepted for publication, Vol. 1 (6).

[21] K.H. Khayot, P.C. Aitcin, Silica fume in concrete. An overview, Proceedings, Fourth International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, vol. 2, sp. 132, Istanbul, Turkey, 1992, pp. 835–872.

[22] IS 10262 : 2009, Bureau of Indian Standard, New Delhi.

[23] IS 516-1959, Bureau of Indian Standard, New Delhi. [24] IS 45:2000, Bureau of Indian Standard, New Delhi.

[25] IS 383, Bureau of Indian Standard, New Delhi.

[26] IS 2386(part IV) -1963, Bureau of Indian Standard, New Delhi. [27] IS 7320-1974, Bureau of Indian Standard, New Delhi.

[28] Devansh Jain, A K Saxena and Sanjay Saraswat ; “A Review of Effect of Micro Silica in Concrete”; Corona Journal of Science and Technology ISSN :

2319 – 6327 (Online), Vol. 3, No. I (2014), pp. 14-18 @Corona Publication http://www.coronapublication.com. [29] Himanshu Jain, Sanjay Saraswat, Devansh Jain; “Study on Rice Husk Ash as a Partial Replacement of PPC Cement (Fly Ash based) in Concrete”; IJSRD -

International Journal for Scientific Research & Development; Vol. 2, Issue 06, 2014; ISSN (online): 2321-0613.

[30] Samant Thakur, Sanajay Saraswat, Devansh Jain; “Use of Ash of Agricultural Waste as Partial Replacement of Cement in Concrete (Rice Husk Ash, Saw Dust Ash, Wheat Straw Ash)”; International Journal of Engineering Research and Management (IJERM); ISSN: 2349-2058; Volume-01, Issue-06;

September 2014.

[31] Vivek Singh Rajput, Summit Pandey, Devansh Jain, A.K. Saxena; “Use of Quarry Fine as Partial Replacement of Concrete as a Replacement of Fine Aggregate in Concrete (Evaluation of Workability and Compressive Strength)”; IJSRD - International Journal for Scientific Research & Development, Vol.

2, Issue 07, 2014; ISSN (online): 2321-0613.

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