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European Journal of Business &

Social Sciences

Available at https://ejbss.org/

ISSN: 2235-767X

Volume 07 Issue 05

May 2019

Available online: https://ejbss.org/ P a g e | 929

Experimental Investigation on Sugarcane Bagasse Ash (SCBA)

& GGBS in Concrete by Partial Replacement of Cement

Anantha Mariavalan .S, PG Student

Dept. of Civil Engineering

PRIST University

Thanjavur-403, India

ananthamariavalans@gmail.com

Abstract — Today researches all over the world are focusing on

ways of utilizing either industrial or agricultural wastes as a

source of raw materials for the construction industry. These

wastes utilization would not only be economical, but may also

help to create a sustainable and pollution free environment.

In this study GGBS used to cast cement free mortar as binder

with activators and compared to controlled specimen with OPC.

Fine aggregate is replaced by steel slag fine aggregate in order to

overcome material shortage and effective use of waste material

from steel industry.

Sugar-cane bagasse is one such fibrous waste-product of the

sugar refining industry, along with than olvapor. Bagasse ash

mainly contains aluminum ion and silica Using of sugarcane

bagasse ash in concrete is an interesting possibility for economy

and conservation of natural resources In this study, untreated

bagasse ash has been partially replaced in the ratio of 0%,10%,

20%,30% by volume of fine aggregate in concrete.

This study deals with compressive strength, split tensile

strength and flexural strength of concrete incorporated with

sugarcane bagasse ash. This study also aims to determine the

optimum amount of bagasse ash which can give the maximum

strength

Index Terms—GGBS, Sugarcane Bagasse Ash (SCBA),

Concrete

I. INTRODUCTION

Concrete is a composite construction material made

primarily with aggregate, cement, and water, admixture. There

are many formulations of concrete, which provide varied

properties, and concrete is the most used man-made product in

the world. Concrete is widely used for making architectural

structures, foundations, brick/block walls, pavements,

bridges/overpasses, motorways/roads, runways, parking

structures, dams, pools/reservoirs, pipes, footings for gates,

fences and poles and even boats. Famous concrete structures

include the Burj Khalifa (world's tallest building), Hoover

Dam, the Panama Canal and the Roman Pantheon. Concrete

can be formulated with high compressive strength, but always

has lower tensile strength.

For this reason it is usually reinforced with materials that

are strong in tension (often steel). Concrete can be damaged by

many processes, such as the freezing of trapped water.

"Mineral admixtures" are becoming more popular in recent

decades.

Concrete = filler + binder

According to the type of binder used, there are many

different kinds of concrete, For instance, Portland cement

concrete, asphalt concrete, and epoxy concrete. In concrete

construction, the Portland cement concrete is utilized the most

thus in our course, the term concrete usually refers to Portland

cement concrete, the composition can be presented as follows.

II. PROPER USE OF WASTE MATERIAL

Large quantities of waste materials and by-products are

generated from manufacturing processes, service industries and

municipal solid wastes, etc. As a result, solid waste

management has become one of the major environmental

concerns in the world. With the increasing awareness about the

environment, scarcity of land-fill space and due to its ever

increasing cost, waste materials and by-products utilization has

become an attractive alternative to disposal. Bagasse is a

cellulose fiber remaining after the extraction of the sugar- bearing juice from sugarcane. Biomass is an important source

of energy in tropical countries like India

The proper use of waste materials fundamentally affects

our economy and environment. Over a period of time waste

management has become one of the most complex and

challenging problems in India affecting the environment. The

rapid growth of industrialization gave birth to numerous kinds

of waste by products which are environmentally hazard and

create problems of storage. The construction industry has

always been at fore front in consuming these waste products.

The slag in concrete not only helps in reducing greenhouse

gases but also helps in making environmentally friendly

material.

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European Journal of Business &

Social Sciences

Available at https://ejbss.org/

ISSN: 2235-767X

Volume 07 Issue 05

May 2019

Available online: https://ejbss.org/ P a g e | 930

The demand of natural sand is quite high in the developing

countries due to the rapid infrastructural growth. In this

situation developing country like India is facing shortage of

good quality natural sand. In India natural sand deposits are

being depleted and causing serious threat to environment as

well as the society.

Increasing extraction of natural sand from river beds causes

many problems such as loosing water retaining sand strata,

deepening of the river courses and causing bank slides, loss of

vegetation on the bank of rivers, exposing the intake well of

water supply schemes, disturbance to the aquatic life and

affecting agriculture due to lowering of underground water

table. In the past decade variable cost of natural sand used as

fine aggregate in concrete has increased the cost of

construction many folds. In this situation research began for

inexpensive and easily available alternative material to natural

sand

Some alternative materials have already been used as a part

of natural sand, flyash, slag, limestone and siliceous stone

powder were used in concrete mixtures as a partial replacement

of natural sand. However, scarcity in require Quality is the

major limitation in some of the above materials. Now a day’s

sustainable infrastructural growth demands the alternative

material that should satisfy technical requisites of fine

aggregate and at the same time it should be available

abundantly.

High consumption of natural sources, high amount

production of industrial wastes and environmental pollution

require obtaining new solutions for a sustainable development.

Ordinary Portland cement is recognized as a major

construction material throughout the world. Significant

research has been going-on in various parts of the world on the

subject. Some waste materials and by-products have

established their credentials in their usage in cement-based

materials and for others research is in progress for exploring

the potential applications.

Bagasse ash is one of the biomass sources and valuable by- products in sugar milling that often uses bagasse as a primary

fuel source to supply all the needs of energy to move the plants

This waste, utilization would not only be economical, but may

also result in foreign exchange earnings and environmental

pollution control. Industrial wastes, such as fly ash and silica

fume are being used as supplementary cement replacement

materials.

Currently, there has been an attempt to utilize the large

amount of bagasse ash and ground granulated blast furnace

slag. Burning bagasse as an energy source yields its ash,

considered as a waste causing disposal problems. Several

studies have investigated bagasse ash potential applications

such as producing silica gel as adsorbent, raw material for

ceramic, cements and concrete additives, catalyst, cosmetics,

paint and coating, etc based on its characteristics.

The silica content of bagasse and its ash are varied

depending on the type of soil and harvesting The amount of ash

(fly and bottom) that will be produced in this harvest is

approximately Metric ton (1000 kg cane → 250 kg bagasse →

6 kg ash). For the functioning of the sugar/alcohol industry,

sugarcane is ground and the resulting soup is used to extract

sugar or used in a fermentation process to produce alcohol.

Currently, sugarcane bagasse is burned in a boiler to produce

steam which is utilized in the factory’s processes and also to

power turbines for the production of electrical energy. The

combustion yields ashes (bottom and fly ashes) containing high

amounts of charcoal (~30 % by weight) and silica as major

component. The objectives of this work were the unit cost of

concrete can be reduced by partial replacement of cement with

GGBS and SCBA. Concrete making with conventional

material is becoming costlier day by day. More over concrete

suffers little resistance to cracking. These problems may

overcome by inclusion of GGBS and SCBA in concrete.

III. LITERATURE REVIEW

G. Nithin Kumar Reddy did experiments on partial

Replacement of Cement in Concrete with Sugarcane Bagasse

Ash and its Behaviour in Aggressive Environments, The

researches has shown that every one ton of cement

manufacture releases half ton of carbon dioxide, so there is an

immediate need to control the usage of cement. On the hand

materials wastes such as Sugar Cane Bagasse Ash is difficult to

dispose which in return is environmental Hazard. The Bagasse

ash imparts high early strength to concrete and also reduce the

permeability of concrete. The Silica present in the Bagasse ash

reacts with components of cement during hydration and

imparts additional properties such as chloride resistance,

corrosion resistance etc. Therefore the use of Bagasse ash in

concrete not only reduces the environmental pollution but also

enhances the properties of concrete and also reduces the cost.

This project mainly deals with the replacement of cement with

Bagasse ash in fixed proportions and analysing the effect of

magnesium sulphate on SCBA blended concrete. The concrete

mix designed by varying the proportions of Bagasse ash for

0%, 5%, 10%, 15%, 20%, 25% the cubes are been casted and

cured in normal water and 5% magnesium sulphate solution for

ages of 7, 28 and 60 days, the properties like slump cone test

and compaction factor test for fresh concrete and compressive

strength for hardened concrete are verified and results are

analysed.

Shetty Ashish Vishwanath did experimental Investigation

of Sugarcane Bagasse ash and Glass Powder as partial

replacement of Cement in Concrete Agricultural and industrial

by-products are commonly used in concrete production as

cement replacement material as mineral admixtures to enhance

both fresh and hardened properties of concrete as well as to

save the environment from the negative effects caused by their

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European Journal of Business &

Social Sciences

Available at https://ejbss.org/

ISSN: 2235-767X

Volume 07 Issue 05

May 2019

Available online: https://ejbss.org/ P a g e | 931

disposal. Utilization of these waste products in the industry has

been the focus of Research for economic, environmental, and

technical reasons.

Sugarcane Bagasse Ash (SCBA) and glass powder is one of

the promising material, with its potential proved to be used as a

partial replacement of cement as well as mineral admixtures for

producing concrete; properties of such concrete depend on the

chemical composition, fineness, specific surface area of SCBA

and glass powder. This report aims to study the present

Scenario of Sugarcane and SCBA production all over the world

and in India to understand the potential of SCBA and its use in

cementitious system.

The present study deals with effect of use of as received

SCBA and burnt and ground SCBA as cement replacement

material on properties of cement and cement mortar. Therefore,

this study attempts to make use of the bagasse ash produced in

India mainly in state of Maharashtra as a pozzolanic material to

replace cement. Chemical and physical composition of SCBA

is found out. An experimental investigation was carried out to

examine the impact of replacing cement by bagasse ash and

glass powder to the mechanical and physical properties of

pastes and mortars, fresh and harden concrete such as

consistency, setting time and workability, compressive

strength. Sugarcane Bagasse Ash and waste glass powder used

by replacing OPC at 5%, 10% 15%, 20%, 25% and 30%. It’s

found that the strength increases with addition of Sugarcane

Bagasse Ash and waste glass powder at 5%, 10% 15% and

20% after that declines at 25% and 30%

Indumathi did an Experimental Investigation On Properties

Of Hybrid Fiber Reinforced Concrete With Ggbs & Fly Ash ,.

In this project, to study the mechanical properties of hybrid

fiber reinforced concrete with fly ash and ground granulated

blast furnace slag. The Additions of more than one fiber in

concrete is known as hybrid fiber. In this project, steel and

polypropylene fibers are used as hybrid fiber in concrete. The

steel fibers (75%) and polypropylene fibers (25%) are used in

different proportions of 0%, 0.5%, 1% and 1.5% by weight of

cement and partial replacement of fly ash and GGBS varied up

to 30% by weight of cement. To study the compression

strength test for cubes, split tensile strength test for cylinders

and flexural strength test for beam. Then, to find the optimum

percentage hybrid fiber with pozzolanic materials (fly ash and

GGBS) in concrete. Then, finally compare the results with

conventional concrete.

Experimental Study on Sand Replacement with Bagasse

Ash & Crusher Stone Dust in Concrete Pavement This paper

presents the findings on the strength and cost effects of using

sugarcane bagasse ash and crusher dust blended in the concrete

as sand replacement in pavement construction. Literature

survey in line with this project shows a high potential for

partial replacement of sand in concrete with bagasse ash and

crusher stone dust which give the better results when these two

materials are mixed up in the partial replacement of sand which

gives a good cement concrete pavement for constructing a

better strength pavement. In this project an attempt has been

made, the concrete with the partial replacement of bagasse ash

to the natural sand in concrete at 0%, 5%, 10%, 15%, 20% and

25%. An optimum value is taken into consideration and to

these optimum value 10%, 20%, 30%, 40% and 50% values of

crusher stone dust is added and theresults are analyzed based

upon the strength values occurred. Using the flexural strength

values, pavement thickness is evaluated as per IRC: 58-2011, it

is observed that there is a reduction in the pavement thickness

when compared to conventional concrete

D. Suresh did a review on use of Ground Granulated Blast

Slag (GGBS) In Concrete – A Review Concrete is a mixture of

cement, fine aggregate, coarse aggregate and water. Concrete

plays a vital role in the development of infrastructure Viz.,

buildings, industrial structures, bridges and highways etc.

leading to utilization of large quantity of concrete. On the other

side, cost of concrete is attributed to the cost of its ingredients

which is scarce and expensive, this leading to usage of

economically alternative materials in its production. This

requirement is drawn the attention of investigators to explore

new replacements of ingredients of concrete.

The present technical report focuses on investigating

characteristics of concrete with partial replacement of cement

with Ground Granulated Blast furnace Slag (GGBS). The topic

deals with the usage of GGBS and advantages as well as

disadvantages in using it in concrete. This usage of GGBS

serves as replacement to already depleting conventional

building materials and the recent years and also as being a by

product it serves as an Eco Friendly way of utilizing the

product without dumping it on ground

S.Ishwarya did an experimental behaviour of concrete by

partial replacement of cement and sand using sugarcane

bagasse ash and crusher sand, Utilization of industrial and

agricultural waste products as cement replacement materials in

concrete technology has been an interesting subject of research

for economical, environmental, and technical reasons. Findings

-In the present study, cement was replaced with sugarcane

bagasse ash using fine aggregate as crusher sand. The

experimental studies on sugarcane ash concrete with crusher

sand mixes with 10%, 20% and 30 % were studied to find the

optimum mix composition in M25 grade concrete. Strength

properties such as compressive strength, split tensile strength

and flexural strength were evaluated.

From the test results it is found that sugarcane bagasse ash

with 30% satisfied the requirements. Compressive strength,

split tensile strength and flexural strength of concrete mixtures

with 10%, 20% and 30% of sugarcane bagasse ash as cement

replacement was lower than the reference concrete mixes at all

ages and that the strength of all mixtures continued to increase

with the age.