- Open Access
- Authors : Mr.V.Raghuprasath, Kavitha.K, Abdulrahim.M, Jayaraj.A, Muhammed Fasil.P
- Paper ID : IJERTCONV12IS03062
- Volume & Issue : Volume 12, Issue 03 (March 2023)
- Published (First Online): 23-05-2024
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
An Investigation in to the Use of Ground Nutshell Ashpowder as Cement Replaccement
MR.V.RAGHUPRASATHa,KAVITHA.Kb,ABDULRAHIM.Mb,JAYARAJ.Ab,
MUHAMMED FASIL.Pb
aAssistantProfessor, Department of civil Engineering,
ShreeVenkateshwaraHi-TechEngineeringCollege,Gobichettipalayam,Erode-638455, India
bUG Scholar, BE Civil Engineering, Department of Civil Engineering, Shree VenkateshwaraHi-TechEngineeringCollege,Gobichettipalayam,Erode-638455,India
ABSTRACT
Concrete plays a prominent role in the construction industry. In the present scenario,thereisashortageofthismaterial so there is a need to find alternatives to replace it in the concrete many waste products which are available freely like a paperwaste,redmud, rice huskandplastic waste can be used.Among all of these, Ground nut shell ashis one of the good waste materials available from the oil industry. It can be used widely for the replacement of cement. The ground net shell contains CaO, SiO2, Al2O3, and Fe2O3. This experimental investigation was carried out to evaluate the strength of concrete, in which cement was replaced with ground nut shell ash for cubes, cylinders, and Prisms with different percentageswhichvaryfrom0%to40%at an interval of 15% were performed.
Concrete was batched by weight on adopting a ratio of 1:1.5:3 with water cementratioof0.4.TheseCubes,cylinders, andprismsweretestedfor7and28daysfor compression, flexural and split tensile strengths. It is observed that 15% replacement ofground nut shell ash shown thehighest strengthvalueswhencompared with other percentages and for 15%
keyword: Groundnut shell ash powder, M20 mix design, OPC 53 grade cement, compressive strength &tensile strength
INTRODUCTION
General
The continuous increase in the price of Portland cement is attributed to the insufficient production rate of the raw materials when compared withthe demand rateintheconstructionindustriesGround
nut shell ash was partially used cement in concrete. Thus, the possible use of agriculture waste Groundnut shell ash (GSA) is one of the potential waste materials to be used for cement replacement.
Scope
Toanalysingexperimentalstudyof ground nut shell ash partially replacement of cement in concrete. The utilization of ground nut shell ash reduces the environmental problemsGSA/OPC concrete were cured in cubes of 100mm dimensionfor7,14,21and28daysandthe compressive strength and density determinedThegroundnutshellashmaybe used as a partial replacement of cement.
Advantages
the strength of the control was higher, replacement ofcement withashup to 30% wouldbemoresuitablethanothers.
Groundnut
shellsashcanbeusedasasourceoffuelfor cooking, heating, andelectricitygeneration. Groundnut shell ash (GSA) is one of the potential waste materials to be used for cementreplacementThisarticleincludesan experimental investigation on the properties of stabilized earth blocks using GSA as a cement substitute.
METHODOLOGY
INTRODUCTION
STUDYONLITERATURE REVIEW
MATERIALCHARE CTERISTICS
MIXDESIGN
IDENTIFICATION OF OPTIMUMPERSENTAGEOFGROUNDN UTSHELLASH POWDER
TESTING
RESULT
CONCLUSION
REFERENCE
MATERIALSCHARACTERISTICS
Cement
Cement is an extremely fine material having adhesive and cohesive properties which provides a binding medium for the discrete ingredients. Cement is several times stronger binding material than lime and clay. OPC cement are using53 grade cement for concrete.
MSand
M Sand is known for its uniform and consistent particle size distribution, which is one of its key advantages over natural river sand.
Coarseaggregate
Coarse aggregates are a construction component made of rock quarried from ground deposits. Typically the most common size of aggregate used in construction is 20mm.
Ground nutshellash powder
Groundnut shell ash is a by product obtained from the burning of groundnut shells.GSAcontainsappreciableamountof active silica (SiO2) and other refractory oxides such as Alumina (Al2O3) and hematite (Fe2O3).
Water
Wateristhekeyingredient,whichwhen mixedwithcement,formsapastethatbinds theaggregatetogether.Thewatercausethe hardening of concrete through a process called hydration.
PROPERTIES OFMATERIALS
Cement
MSand
Characteristics | Valuespecified
byIS |
Bulkdensity | 1.78Kg/m³ |
Finenessmodulus | 2.10 |
Specificgravity | 2.34 |
Waterabsorption(%) | 2.42 |
Coarseaggregate
Characteristics | Valuespecified
byIS |
colour | grey |
Size | 20mm |
Shape | Angular |
SpecificGravity | 2.74 |
Characteristics | Valuespecified
byIS |
Moisturecontent | 9.755 |
Ashcontent | 3.465 |
Cellulose | 45.101 |
Hemicellulose | 26.816 |
Lignin | 33.600 |
Ground nutshellash powder
Characteristics | Valuespecified
byIS |
SpecificGravity | 3.13 |
Consistency(%) | 35% |
InitialSettingTime | 30 (minutes) |
FinalSettingTime | 600(minutes) |
TESTING
COMPRESSIVE STRENGTH FOR GROUND NUT SHELL ASH
Compressivestrengthafter7daysfor cube
S. N
o |
Mix Descripti on | Compress ive strength
(N/mm²) |
Average Compress ive
(N/mm²) |
1 | Conventio nal mix | 12.49 | 12.08 |
11.67 | |||
2 | 10% | 18.43 | 18.98 |
19.54 | |||
3 | 15% | 21.67 | 22.065 |
22.45 | |||
4 | 30% | 20.45 | 20.98 |
19.90 |
Compressivestrengthafter28daysfor cube
SPLITTENSILESTRENGTHFOR GROUND NUT SHELL ASH
TableSplittensilestrengthofcylinder for 7 days
Mix (%) | Splittensile
strength (N/mm2) |
Average
Split tensile |
|
Specime n1 | Specime n2 | strength
(N/mm2) |
|
0 | 2.34 | 2.78 | 2.57 |
10% | 2.11 | 1.98 | 2.045 |
15% | 2.79 | 2.90 | 2.845 |
30% | 1.98 | 1.95 | 1.965 |
S. N
o |
<>Mix Descripti on | Compress ive strength (N/mm²) | Average Compress ive strength
(N/mm²) |
1 | Conventio nalmix | 26.56 | 25.23 |
23.90 | |||
2 | 10% | 21.78 | 22.29 |
22.80 | |||
3 | 15% | 28.29 | 29.28 |
30.27 | |||
4 | 30% | 24.76 | 24.15 |
23.54 |
Splittensilestrengthofcylinderfor28 days
Mix (%) | Split tensile
strength(N/mm2) |
Average
Split |
|
Specime n 1 | Specime n 2 | tensile strength
(N/mm2) |
|
0 | 2.11 | 2.99 | 2.55 |
10% | 2.87 | 2.98 | 2.925 |
15% | 3.15 | 3.18 | 3.165 |
30% | 2.97 | 2.87 | 2.92 |
RESULT
2
5
2
0
1
5
1
7days
0% 10% 15%
Compressivestrengthafter7daysfor concrete
4
0
3
0
28day
1
0
0% 10% 15%
Compressivestrengthafter28daysfor concrete
3
2.
5
2
1.
5
1
0.
7
0% 10% 15%
Splittensilestrengthofcylinderfor7 days
Splittensilestrengthofcylinderfor28 days
4
3
2
28day
1
0
0% 10% 15%
CONCLUSION
Inthisproject,anexperimentalstudy hasbeenconductedonconcretebyvarying the percentage of ground nut shell ash powder as 0%, 10%, 15% and 30% respectively to study the increase in the compressive strength of concrete.
COMPRESSIVESTRENGTH
After adding 15% ash powder in the mix,thereisanincreaseinthestrengthof cube after 7 daysBy adding 15%, ash powder there is large amount of increase in strength after 7 and 28 days respectively. The optimum strength of cube is gain at 15% replacement for all 7 and 28 days respectively
SPLITTENSILESTRENGTH
After adding 15% ash powder in themix,thereisanincreaseinthestrength ofcylinderafter7daysascomparedto concretewithout
replacement and after 28 days there is enormous increase in strength as compared to the control mix.By adding 20% ash powder there is large amount of increase in strength after 7 and 28 days respectivelyThe optimum strength of cylinderisgainat15%replacementforall 7 and 28 days respectively.
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