Relative Revision on Partial Replacement of Cement by Sugarcane Bagasse Ash and Wood Ash with Ordinary Predictable Concrete

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IJTSRD
Education
Volume 4 Issue 5
International Journal of Trend in Scientific Research and Development (IJTSRD) 
Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 
 
@ IJTSRD   |   Unique Paper ID – IJTSRD46364   |   Volume – 5   |   Issue – 6   |   Sep-Oct 2021 
Page 64 
Relative Revision on Partial Replacement of Cement by Sugarcane 
Bagasse Ash & Wood Ash with Ordinary Predictable Concrete 
Aman Pratap Singh
1
, Dr. Shubha Agrawal
2
 
1Research Scholar, 2Associate Professor, 
1,2Department of Civil Engineering, Lakshmi Narain College of Technology, Bhopal, Madhya Pradesh, India 
 
ABSTRACT 
In creating nations where rich agrarian and modern squanders are 
released, these squanders can be utilized as potential material or 
substitution material in the development business. This will have the 
great preferred position of decrease in the expense of development 
material. Notwithstanding its negative ecological effect bond is 
additionally one of the most costly materials when contrasted with 
different constituents of concrete. The crude materials for the bond 
generation like lime are additionally being misused in enormous 
amounts which may bring about coming up short on them, as it is 
anticipated to occur in certain spots of the world. The second biggest 
nation of sugar creation after Brazil is India. Because of which, there 
is an expansion in the measure of bagasse as a result from the sugar 
factory. Sugar stick bagasse cinder is the waste result of the ignition 
of bagasse for vitality in sugar ventures because of which it is 
effectively accessible and shoddy. Sugar stick bagasse fiery remains 
(SBA) is discarded in landfills and is presently turning into an 
ecological issue. The Wood fiery remains used was gotten from tree 
wood. In the wake of social event, the wood fiery remains was 
clearly warmed. The fiery debris was ground to the required degree 
of fineness and sieved through 90µm sifter remembering the ultimate 
objective to remove any pollution and greater size particles. Wood 
fiery debris is a waste material, the development powder left after the 
start of wood, for instance, devouring wood in a home stack or a 
modern power plant. The general goals of this thesis work is to 
discover the properties of new and solidified concrete for M30 
evaluation of concrete at different bond substitution rates of 0%, 
10%, 20%, and 30% from sugar stick fiery debris, wood powder. The 
concrete shapes, bars and chambers of M30 evaluation were casted in 
this trial research work and tried to look at different properties of 
concrete like compressive quality, split rigidity, and flexural quality. 
 
 
KEYWORDS: constituents, rigidity, split, 
flexural, concrete, 
compressive, discover 
 
How to cite this paper: Aman Pratap 
Singh | Dr. Shubha Agrawal "Relative 
Revision on Partial Replacement of 
Cement by Sugarcane Bagasse Ash & 
Wood Ash with Ordinary Predictable 
Concrete" Published 
in 
International 
Journal of Trend in 
Scientific Research 
and Development 
(ijtsrd), ISSN: 2456-
6470, Volume-5 | 
Issue-6, 
October 
2021, 
pp.64-66, 
URL: 
www.ijtsrd.com/papers/ijtsrd46364.pdf 
 
Copyright © 2021 by author (s) and 
International Journal of Trend in 
Scientific Research and Development 
Journal. This is an 
Open Access article 
distributed under the 
terms of 
the Creative Commons 
Attribution License (CC BY 4.0) 
(http://creativecommons.org/licenses/by/4.0) 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
INTRODUCTION 
Concrete is a most famous development material on 
the planet. It is made by blending coarse and fine 
aggregates, water, bond, and added substances in a 
specific endorsed extent. Concrete has discovered use 
in healthy a wide range of development structure 
expressway, waterway, linings, extension, and dams 
to the most lovely and masterful of structures. 
Concrete is the most regularly utilized man-made 
development material on the planet, and is second just 
to water as the most used substance on earth. It is  
 
essentially made out of two segments glue and 
aggregate. The glue contains concrete and water and 
now and again different cementious and concoction 
admixtures, though the aggregate contains sand and 
rock or squashed stone. The glue ties the aggregates 
together. The aggregates are generally latent filler 
materials which possess 70% to 80% of the concrete 
and in this manner expected to have effect on its 
properties. The extent of these parts for example 
glues and the aggregate is constrained by the quality 
 
 
IJTSRD46364 
International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 
@ IJTSRD   |   Unique Paper ID – IJTSRD46364   |   Volume – 5   |   Issue – 6   |   Sep-Oct 2021 
Page 65 
and sturdiness of the ideal concrete, alongside the 
functionality of the crisp concrete. Bond which is one 
of the parts of concrete assumes an incredible job, yet 
is the most costly and ecologically antagonistic 
material. Customary Portland bond is perceived as a 
noteworthy development material all through the 
world, it is second most devoured material in the 
nation, next just to water. Notwithstanding, the 
generation of Portland bond, a fundamental 
constituent of concrete, prompts the arrival of 
noteworthy measure of CO2. Expanding worry for 
ecological 
insurance, vitality protection with 
negligible effect on economy have been spurring 
specialists to search for different options for bond in 
the concrete business and concentrating on methods 
for using either mechanical or Agricultural waste, as a 
wellspring of crude materials for industry which are 
earth sheltered, steady, increasingly sturdy and low in 
expense 
MATERIALS AND METHODOLOGY 
Table 1 Details of the Specimen Casted for compressive strength test of M 30 (with SCBA) 
Sr. No. 
Test 
Cubes Sets %of SBA 7 days 
14 days 
28 days 
50 days 
SET I 
M30 GRADE 
Compressive 
strength 
B1 
0 % 
3 
3 
3 
3 
B2 
10% 
3 
3 
3 
3 
B3 
20% 
3 
3 
3 
3 
B4 
30% 
3 
3 
3 
3 
Total Cubes 
12 
12 
12 
12 
Table 2 Specimen cylinders Casted for split tensile test 
S. No. 
Test 
Cylinder Sets % of S.B.A 28days 
SET II 
Concrete 
cylinder split 
tensile test 
B1 
0 % 
3 
B2 
10% 
3 
B3 
20% 
3 
B4 
30% 
3 
Total Cubes 
12 
RESULTS AND DISCUSSION 
Table 3 Normal consistency of blended pastes containing SCBA/WA 
S. No. Percentage of SBA Consistency of SCBA (%) Consistency of WA (%) 
1 
0 
33.0 
33.0 
2 
10 
33.5 
34.0 
3 
20 
34.5 
35.5 
4 
30 
36.0 
37.0 
 
Workability of concrete containing SCBA / WA(M30) 
CONCLUSION 
 Normal consistency of glues containing bagasse 
fiery debris the control glue or the glue without 
SBA/WA had ordinary consistency of 33.0%. The 
majority of the glues containing SBA/WA 
demonstrated ordinary consistency equivalent and 
higher than the control glue. Up to 10% 
substitution 
the 
typical 
consistency was 
International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470 
@ IJTSRD   |   Unique Paper ID – IJTSRD46364   |   Volume – 5   |   Issue – 6   |   Sep-Oct 2021 
Page 66 
consistent, at 20 to 30% substitution the ordinary 
consistency had demonstrated a slight addition to 
37%.  
 A top notch concrete is one which have worthy 
functionality, for example, from the above 
outcomes for slump demonstrates that the 
usefulness increments with the expansion in the 
rates of SBA and WA. All explored SBA and WA 
blends had stature slump esteems and worthy 
usefulness this might be because of the expanding 
in the surface region of sugarcane slag subsequent 
to including SBA and WA that necessities less 
water to wetting the concrete particles.  
 From the above outcomes It can be seen from 
Figure that Compressive Strength result at 7, 14, 
28 and 50 days are higher than with 10% SBA 
and lower than with the measurements of (20 to 
30%) with the M-30 audit of concrete.  
REFERENCES 
[1] A Goyal, Hattori Kunio, Ogata Hidehiko and 
Mandula, 2007. Properties and Reactivity of 
Sugarcane Bagasse Ash, Twelfth International 
Colloquium on Structural and Geotechnical 
Engineering, Cairo. Egypt 
[2] BIS – IS 12269: 1999, “Specification for 
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4, (Part -7), pp. 117-120 
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[5] BIS – IS 383: 1970 “Specifications for Coarse 
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