The utilization of waste produced by industries and agriculture has been focused, to reduce it for agriculture and economical reasons. The waste product from sugarcane factory (SUGARCANE BAGASSE ASH) is causing serious pollution which is replaced in cement concrete. Bagasse is sugar factories byproduct.
Bagasse can be used for energy generation. The ash which is obtained from the boiler is a waste product known a Sugarcane Bagasse Ash. It has high volume of Sio2. Use of SBA as partial replacement of fine aggregate will help to improve quality of concrete. SCBA is replaced by cement in concrete with 0%, 5%, to 30% ratios. In addition to this 10% silica fume is added to the composition. Due to improper compaction of concrete may have pores & capillary spaces, which leads to low strength of concrete. Tests compaction factor test and slump cone test are conducted for fresh concrete as all as harden concrete tests like compressive strength, sorptivity and water absorption are also conducted.
A study on use of cowdung ash and rice husk ash in concreteeSAT Journals
Abstract This paper present the experimental study of CDA and RHA as partial replacement of ordinary portland cement in M:15 mix proportional ratio 1:2:4 is used and tested for consistency limit ,setting time, workability of CDA and RHA with ordinary portland cement .cement was replace with CDA and RHA by weight of 5%,10%,15%,20%,25% respectively in concrete. Compressive strength test was carried out on 150x150x150mm3 concrete cube after 7, 14, and 28 days curing. It was observed that optimum content of CDA and RHA is 5% at that content maximum compressive strength is achieved. While workability decreases when increasing % of CDA and RHA in concrete and setting time also increases by increasing replacement in cement. KEYWORDS:- Cement concrete, Compaction factor, Compressive strength, Consistency Cow dung ash, Rice husk ash, Setting time.
The utilization of waste produced by industries and agriculture has been focused, to reduce it for agriculture and economical reasons. The waste product from sugarcane factory (SUGARCANE BAGASSE ASH) is causing serious pollution which is replaced in cement concrete. Bagasse is sugar factories byproduct.
Bagasse can be used for energy generation. The ash which is obtained from the boiler is a waste product known a Sugarcane Bagasse Ash. It has high volume of Sio2. Use of SBA as partial replacement of fine aggregate will help to improve quality of concrete. SCBA is replaced by cement in concrete with 0%, 5%, to 30% ratios. In addition to this 10% silica fume is added to the composition. Due to improper compaction of concrete may have pores & capillary spaces, which leads to low strength of concrete. Tests compaction factor test and slump cone test are conducted for fresh concrete as all as harden concrete tests like compressive strength, sorptivity and water absorption are also conducted.
A study on use of cowdung ash and rice husk ash in concreteeSAT Journals
Abstract This paper present the experimental study of CDA and RHA as partial replacement of ordinary portland cement in M:15 mix proportional ratio 1:2:4 is used and tested for consistency limit ,setting time, workability of CDA and RHA with ordinary portland cement .cement was replace with CDA and RHA by weight of 5%,10%,15%,20%,25% respectively in concrete. Compressive strength test was carried out on 150x150x150mm3 concrete cube after 7, 14, and 28 days curing. It was observed that optimum content of CDA and RHA is 5% at that content maximum compressive strength is achieved. While workability decreases when increasing % of CDA and RHA in concrete and setting time also increases by increasing replacement in cement. KEYWORDS:- Cement concrete, Compaction factor, Compressive strength, Consistency Cow dung ash, Rice husk ash, Setting time.
Durability Studies on Concrete and Comparison with Partial Replacement of Cem...IJERA Editor
This research work describes the feasibility of using the Rice Husk Ash (RHA) and Sugarcane Bagasse Ash
(SCBA) waste in concrete production as a partial replacement of cement. This present work deals with the effect
on strength and mechanical properties of concrete using RHA and SCBA instead of cement. The cement has
been replaced by rice husk ash, accordingly in the range of 0%, 5%, 10%, 15%, and 20% by weight. Concrete
mixtures with RHA, were produced, tested and compared in terms of compressive strengths with the
Conventional concrete. These tests were carried out to evaluate the mechanical properties for the test results of
7, 28, 60, 90 days for compressive strengths in normal water and in MgSO4 solution of 1%, 3% and 5%. Also
the durability aspect for rice husk ash concrete for sulphate attack was tested. Similarly the above tests were also
performed for SCBA. The result indicates that the RHA and SCBA improve concrete durability. Finally the test
results for RHA and SCBA were compared. Key words: Rice Husk Ash, Sugarcane Bagasse Ash, Concrete,
M35 grade concrete, cubes, cylinders, MgSO4, durability.
Experimental Study on High Strength Concrete using Industrial Wastesijtsrd
Generally the river sand is used as a fine aggregate on concrete and is obtained by mining the sand from river bed. Increased sand mining not only affects the aquifer of the river bed but also causes environmental problems. In recent days demand for river sand is increasing due to its lesser availability. Therefore the practice of replacing river sand with Metakaolin is taking a tremendous growth. It is inferred from the literature that replacement of Metakaolin upto 40 gives tremendous increase in the strength of the concrete above which the strength starts to decrease. Various literatures show that replacing with green sand 30 to 40 replacement seems to be effective. In both the cases the workability decreases with the increase in its quantity. Also Bottom ash and Metakaolin replacement results in the decrease of workability and it leads to uneconomic in the project. This paper presents the replacement of fine aggregate up to 40 . The river sand is replaced by Green sand, and Marble powder. The replacement levels of Green sand and marble powder varies from 5 , 10 , 15 and 20 . From the mix design, the w c ratio is taken to be 0.40. The specimens are to be casted, cured for the respective mix proportions and various strength characteristics of the concrete at 28 days are to be performed. The suitability of the replacement materials as fine aggregate for concrete has been assessed by comparing its strength. Sriram R | Mr. Prabakaran | Mrs. Uma Nambi ""Experimental Study on High Strength Concrete using Industrial Wastes"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23155.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/23155/experimental-study-on-high-strength-concrete-using-industrial-wastes/sriram-r
Mix Design of Grade M35 by Replacement of Cement with Rice Husk Ash in ConcreteDr. Amarjeet Singh
The optimized RHA, by controlled burn or
grinding, has been used as a pozzolanic material in cement
and concrete. Using it provides several advantages, such as
improved strength and durability properties, and
environmental benefits related to the disposal of waste
materials and to reduced carbon dioxide emissions. Up to
now, little research has been done to investigate the use of
RHA as supplementary material in cement and concrete
production .The main objective of this work is to study the
suitability of the rice husk ash as a pozzolanic material for
cement replacement in concrete. However it is expected that
the use of rice husk ash in concrete improve the strength
properties of concrete. Also it is an attempt made to develop
the concrete using rice husk ash as a source material for
partial replacement of cement, which satisfies the structural
properties of concrete like compressive strength.
Durability Studies on Concrete and Comparison with Partial Replacement of Cem...IJERA Editor
This research work describes the feasibility of using the Rice Husk Ash (RHA) and Sugarcane Bagasse Ash
(SCBA) waste in concrete production as a partial replacement of cement. This present work deals with the effect
on strength and mechanical properties of concrete using RHA and SCBA instead of cement. The cement has
been replaced by rice husk ash, accordingly in the range of 0%, 5%, 10%, 15%, and 20% by weight. Concrete
mixtures with RHA, were produced, tested and compared in terms of compressive strengths with the
Conventional concrete. These tests were carried out to evaluate the mechanical properties for the test results of
7, 28, 60, 90 days for compressive strengths in normal water and in MgSO4 solution of 1%, 3% and 5%. Also
the durability aspect for rice husk ash concrete for sulphate attack was tested. Similarly the above tests were also
performed for SCBA. The result indicates that the RHA and SCBA improve concrete durability. Finally the test
results for RHA and SCBA were compared. Key words: Rice Husk Ash, Sugarcane Bagasse Ash, Concrete,
M35 grade concrete, cubes, cylinders, MgSO4, durability.
Experimental Study on High Strength Concrete using Industrial Wastesijtsrd
Generally the river sand is used as a fine aggregate on concrete and is obtained by mining the sand from river bed. Increased sand mining not only affects the aquifer of the river bed but also causes environmental problems. In recent days demand for river sand is increasing due to its lesser availability. Therefore the practice of replacing river sand with Metakaolin is taking a tremendous growth. It is inferred from the literature that replacement of Metakaolin upto 40 gives tremendous increase in the strength of the concrete above which the strength starts to decrease. Various literatures show that replacing with green sand 30 to 40 replacement seems to be effective. In both the cases the workability decreases with the increase in its quantity. Also Bottom ash and Metakaolin replacement results in the decrease of workability and it leads to uneconomic in the project. This paper presents the replacement of fine aggregate up to 40 . The river sand is replaced by Green sand, and Marble powder. The replacement levels of Green sand and marble powder varies from 5 , 10 , 15 and 20 . From the mix design, the w c ratio is taken to be 0.40. The specimens are to be casted, cured for the respective mix proportions and various strength characteristics of the concrete at 28 days are to be performed. The suitability of the replacement materials as fine aggregate for concrete has been assessed by comparing its strength. Sriram R | Mr. Prabakaran | Mrs. Uma Nambi ""Experimental Study on High Strength Concrete using Industrial Wastes"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23155.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/23155/experimental-study-on-high-strength-concrete-using-industrial-wastes/sriram-r
Mix Design of Grade M35 by Replacement of Cement with Rice Husk Ash in ConcreteDr. Amarjeet Singh
The optimized RHA, by controlled burn or
grinding, has been used as a pozzolanic material in cement
and concrete. Using it provides several advantages, such as
improved strength and durability properties, and
environmental benefits related to the disposal of waste
materials and to reduced carbon dioxide emissions. Up to
now, little research has been done to investigate the use of
RHA as supplementary material in cement and concrete
production .The main objective of this work is to study the
suitability of the rice husk ash as a pozzolanic material for
cement replacement in concrete. However it is expected that
the use of rice husk ash in concrete improve the strength
properties of concrete. Also it is an attempt made to develop
the concrete using rice husk ash as a source material for
partial replacement of cement, which satisfies the structural
properties of concrete like compressive strength.
Effect of sugarcane bagasse ash on strength properties of concreteeSAT Journals
Abstract The present study focuses on the utilization of Sugarcane Bagasse Ash as replacement material for cement in concrete production. Sugarcane Bagasse ash contains high amorphous silica content and aluminium ion. For experimental investigations, Sugarcane bagasse ash and its chemical properties are obtained from KCP sugar factory, Andhra Pradesh. Ordinary Portland cement was partly replaced by sugarcane bagasse ash in the ratio of 0%, 5%, 10%, 15%, 20% and 25% by weight and the influence of Sugarcane bagasse ash as a partial replacement material has been examined on fresh concrete tests by Compaction factor test and Slump cone test as well as on hardened concrete with tests for Compressive strength, Split tensile strength, Flexural strength and Modulus of Elasticity. The results indicate that inclusion of Sugarcane Bagasse Ash in concrete up to 20% level significantly enhanced the strength of concrete. The highest strength was obtained at 10% Sugarcane bagasse ash replacement level. Keywords: Sugarcane Bagasse Ash, By-Product, Amorphous Silica and Strength
Tyre Rubber Modified Bitumen for Ashpalt Mixtureijtsrd
Every nation depends upon exports and imports of goods and services. These goods and services are majorly done by the road ways. The idea of utilizing of Crumb rubber and glass fiber to enhance the properties and pavement performance of the selected asphalt mixtures. Crumb rubber and glass fiber with an additive dosage rate of 0.1 of binder content and 0.5 of aggregate content and increasing the stability and workability of bituminous mix. In order to improve the stability i.e. bonding between aggregates and pavement and pavement performance of asphalt mixtures, two varieties of admixtures Crumb rubber and glass fiber were selected and then combined. A series of tests about pavement performance of base asphalt mixtures and asphalt mixtures with admixture of Crumb rubber or glass fiber were conducted. 0, 0.1 , 0.2 , 0.3 , 0.4 and 0.5 Crumb rubber were added into base asphalt mixtures according to quality to evaluate the pavement performance and 0.5 ,1.0 ,1.5 ,2.0 . and were added into base asphalt mixtures. The performance of asphalt mixtures modified with the optimum content of Crumb rubber and glass fiber were tested to evaluate the improvement of stability at high temperature and enhance the materials strength and fatigue characteristics of above mixtures. These results show that the stability and strength and pavement performance of asphalt mixtures improve obviously. The problem of improving the asphalt mixtures performance with a single admixture is solved, in addition to also improving other pavement performance. D. Vamsikrishna | K. V. Manikanta ""Tyre Rubber Modified Bitumen for Ashpalt Mixture"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-4 , June 2019, URL: https://www.ijtsrd.com/papers/ijtsrd25125.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/25125/tyre-rubber-modified-bitumen-for-ashpalt-mixture/d-vamsikrishna
Analysis of the Characteristic behaviour of Concrete with Rice Husk Ash and S...ijtsrd
In the last decades, the use of residue in construction industry, especially as additives in concrete, has been subject of many researches as it may lead several improvements in the concrete properties, besides reducing the environmental pollution. The world rice harvest is estimated in 600 million tons per year. In terms of production sugarcane tops the crop ranking order. In India alone there grows 352 million tons of sugarcane and processed by 138 sugar mills. Considering that 22 of the grain is husk. So both the rice husk and sugarcane bagasse ash are complete waste and can be used as substitutes in concrete. The RHA and Sugarcane bagasse ash were trialed to replace concrete with various ratios of RHA 0 , 10 , 20 , 30 and 40 with fine aggregates and SCBA 0 , 5 , 10 , 15 and 20 with cement. The water cement ratio in all the mixes was maintained at 0.55. From the experimentations it was inferred the modified specimen resulted in number of improvement of properties of cement. The observed increase in compressive strength of concrete is maximum, when the conventional concrete is modified with 15 SCBA and 30 RHA. With this percentage modification there seen increase in both 28 as well as 7 days compressive strength. There observed considerable reduction in slump value yet keeping the mix workable or in other words we can say that modification of concrete by SCBA and RHA do not adversely affect the workability. The 28 day split tensile strength test revealed that the inferences of compressive strength test and split tensile strength were somehow similar to one another. More the application of SCBA and RHA, lesser are their disposal problems and thus results in reduction of carbon credits by these waste products. This research promoted an ecological way of waste management and sustainable construction. Sultan Singh | Er. Sunil Kumar | Er. Vikram "Analysis of the Characteristic behaviour of Concrete with Rice Husk Ash and Sugarcane Bagasse Ash" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1 , December 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29774.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/29774/analysis-of-the-characteristic-behaviour-of-concrete-with-rice-husk-ash-and-sugarcane-bagasse-ash/sultan-singh
Effect of mill scale and fly ash waste on the performance of cement mortareSAT Journals
Abstract
This paper investigates effect of mill scale and fly ash wastes as a replacement of fine aggregate generally natural sand on the performance of cement mortar. Utilization of fly ash and mill scale in cement mortar production not only provides significant environmental benefits but also enhances performance of the cement mortar when used at optimum amounts. They may be used in the form of finely ground additive to replace part of aggregates in cement mortar. This study looked at the feasibility of mill scale and fly ash waste inclusion as partial aggregate replacement in normal cement mortar. Properties of cement mortar incorporating fly ash and mill scale waste as partial substitution for natural aggregate were investigated. The study involves six replacement levels of mill scale and fly ash wastes into cement mortar for each mix design. Mortar cubes are tested for strength, & water absorption. The partial replacement of fine aggregate by M(3,30), M(5,30), M(8,30), M(10,30), M(12,30), M(15,30) ( M-mix of mill scale & fly ash %) improves the properties of normal mortar. In the design mix of industrial wastes produced, percentage of fly ash is kept constant (30 %) and mill scale is varied from 0 to 15 % by weight of natural sand. The test results indicate that the mechanical properties of mill scale and fly ash modified mortar are improved to a great extent, whereas the water absorption is reduced as compared to that of plain mortar.
Keywords: Mill Scale, Fly Ash, Compressive Strength, Durability, Water Absorption, Density
Similar to IRJET- A Review Effect of Size of Aggregate on M40 Concrete by Partial Replacement of Cement with Sugarcane Bagasse Ash (20)
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Final project report on grocery store management system..pdfKamal Acharya
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Hierarchical Digital Twin of a Naval Power SystemKerry Sado
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