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Guided by
K.ANIL KUMAR sir
B.MUKUNDA RAO
A.VENKATA RAO
R.CHANDRADITYA
S.SRUJANA
B.UMA
M.DHARMA RAO
Presented by
The high cost of conventional building materials is a major factor
affecting housing delivery in world. This has necessitated research into
alternative materials of construction and analyzing flexural and compressive
strength characteristics of concrete produced using crushed, granular coconut
as substitutes for conventional coarse aggregate with full replacement using
M25 grade concrete. The main objective is to encourage the use of these
‘seemingly’ waste products as construction materials in low-cost housing.
It is also expected to serve the purpose of encouraging housing developers in
investing these materials in house construction. This project paper aims at
analyzing the compressive strength characteristics of concrete produced
using crushed, granular coconut as coarse aggregate with partial replacement
using M25 grade concrete. Cubes are casted, tested and their properties are
determined .
ABSTRACT
Coconut Shell (CS) are not commonly used in the construction
industry but are often dumped as agricultural wastes. Coconut is
grown in 92 countries with a global production of 51 billion nuts
of which India produces 9500kt of coconut. In India, industries
and informal sectors recycle about 15-20% of solid waste in
various building material. In developing countries, coconut shell
type waste can be used as a construction material. It has the
advantage of reduction of cost and it also serve as a mean of
disposal or say recycling of waste. If structural light weight
concrete can be developed from coconut shell, it would a great
achievement for construction industry. Coconut shells are more
suitable as low strength-giving lightweight aggregate when used
to replace common coarse aggregate in concrete production. In
the following paper the normal weight aggregate has been
replaced by coconut shell aggregate and cubes have been casted
to test their compressive strength and other physical properties.
INTRODUCTION
 To find economical solution for high cost construction material.
 To reduce the solid waste by using coconut shell as coarse
aggregate.
 To encourage the use of these seemingly waste products as
construction material
 To prepare the light weight concrete by using coconut shells
OBJECTIVES
OVER VIEW OF PROJECT
To evaluate the engineering properties
of coconut shell aggregate
To compare the properties of coconut
shell aggregate with conventional
aggregate
The materials used in this experiment were locally available
and these were Ordinary Portland Cement (O.P.C), sand as
fine aggregate, crushed granite and coconut shell both as
coarse aggregate. Potable water was used for mixing and
curing
Cement: Ordinary Portland cement 53 grade was used
Fine Aggregate: Naturally available fine aggregate from River
Coarse Aggregate: Crushed granite was used as coarse
aggregate of size 20mm and 10mm both.
Coconut Shell: In this work coconut shell was used as partial
replacement of coarse aggregate .
MATERIALS AND METHODS
Coconut shells before cutting
Coconut shells after cutting
M20,M35 & M50 Grade
Concrete
Mixing
40% CS 30%CS 20%CS 10%CS
Physical
properties
Compaction Factor , Slump
Compressive Strength
Flow Chart Of The Concrete Lab Process
 SLUMP TEST [freshly prepared sample]
 COMPACTION FACTOR TEST
 VEE-BEE CONSISTOMETER
STRENTH TESTS
 REBOUND HAMMER TEST [lab test on hardened concrete ]
 COMPRESSIVE STRENTH TEST [ lab test on hardened concrete ]
WORKABILITY TESTS
Tests to be performed with CONCRETE
M-25 grade of concrete was designed according to
I.S 10262-1982 method. The crushed granite
aggregates were replaced as 10%, 20%, 30%, and
40%. The test results were analyzed and compared
with control concrete that is made with
replacement of coarse aggregate.
IDEA OF THE PROJECT
Advantages of project
 It increases the speed of construction
 It promotes green construction
 Coconut shells are more resistant towards crushing ,
impact and abrasion
 There is no need of treating coconut shells before
usage
 production of light weight concrete
 producing economic concrete by reducing the cost
of material
Continued....
 Recycling and reusing waste effectively thus
protecting the environment from possible pollution
effect
 To introduce a new aggregate in the mix design
to lower the concrete density
 Eco friendly
THANK YOU

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over view of coconut shell as coarse aggreagate

  • 1.
  • 2. Guided by K.ANIL KUMAR sir B.MUKUNDA RAO A.VENKATA RAO R.CHANDRADITYA S.SRUJANA B.UMA M.DHARMA RAO Presented by
  • 3. The high cost of conventional building materials is a major factor affecting housing delivery in world. This has necessitated research into alternative materials of construction and analyzing flexural and compressive strength characteristics of concrete produced using crushed, granular coconut as substitutes for conventional coarse aggregate with full replacement using M25 grade concrete. The main objective is to encourage the use of these ‘seemingly’ waste products as construction materials in low-cost housing. It is also expected to serve the purpose of encouraging housing developers in investing these materials in house construction. This project paper aims at analyzing the compressive strength characteristics of concrete produced using crushed, granular coconut as coarse aggregate with partial replacement using M25 grade concrete. Cubes are casted, tested and their properties are determined . ABSTRACT
  • 4. Coconut Shell (CS) are not commonly used in the construction industry but are often dumped as agricultural wastes. Coconut is grown in 92 countries with a global production of 51 billion nuts of which India produces 9500kt of coconut. In India, industries and informal sectors recycle about 15-20% of solid waste in various building material. In developing countries, coconut shell type waste can be used as a construction material. It has the advantage of reduction of cost and it also serve as a mean of disposal or say recycling of waste. If structural light weight concrete can be developed from coconut shell, it would a great achievement for construction industry. Coconut shells are more suitable as low strength-giving lightweight aggregate when used to replace common coarse aggregate in concrete production. In the following paper the normal weight aggregate has been replaced by coconut shell aggregate and cubes have been casted to test their compressive strength and other physical properties. INTRODUCTION
  • 5.  To find economical solution for high cost construction material.  To reduce the solid waste by using coconut shell as coarse aggregate.  To encourage the use of these seemingly waste products as construction material  To prepare the light weight concrete by using coconut shells OBJECTIVES
  • 6. OVER VIEW OF PROJECT To evaluate the engineering properties of coconut shell aggregate To compare the properties of coconut shell aggregate with conventional aggregate
  • 7. The materials used in this experiment were locally available and these were Ordinary Portland Cement (O.P.C), sand as fine aggregate, crushed granite and coconut shell both as coarse aggregate. Potable water was used for mixing and curing Cement: Ordinary Portland cement 53 grade was used Fine Aggregate: Naturally available fine aggregate from River Coarse Aggregate: Crushed granite was used as coarse aggregate of size 20mm and 10mm both. Coconut Shell: In this work coconut shell was used as partial replacement of coarse aggregate . MATERIALS AND METHODS
  • 8. Coconut shells before cutting Coconut shells after cutting
  • 9. M20,M35 & M50 Grade Concrete Mixing 40% CS 30%CS 20%CS 10%CS Physical properties Compaction Factor , Slump Compressive Strength Flow Chart Of The Concrete Lab Process
  • 10.  SLUMP TEST [freshly prepared sample]  COMPACTION FACTOR TEST  VEE-BEE CONSISTOMETER STRENTH TESTS  REBOUND HAMMER TEST [lab test on hardened concrete ]  COMPRESSIVE STRENTH TEST [ lab test on hardened concrete ] WORKABILITY TESTS Tests to be performed with CONCRETE
  • 11. M-25 grade of concrete was designed according to I.S 10262-1982 method. The crushed granite aggregates were replaced as 10%, 20%, 30%, and 40%. The test results were analyzed and compared with control concrete that is made with replacement of coarse aggregate. IDEA OF THE PROJECT
  • 12. Advantages of project  It increases the speed of construction  It promotes green construction  Coconut shells are more resistant towards crushing , impact and abrasion  There is no need of treating coconut shells before usage  production of light weight concrete  producing economic concrete by reducing the cost of material
  • 13. Continued....  Recycling and reusing waste effectively thus protecting the environment from possible pollution effect  To introduce a new aggregate in the mix design to lower the concrete density  Eco friendly