Reuse of textile sluge in concrete
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This document summarizes a seminar presentation on reusing textile sludge in concrete. The textile industry produces large amounts of sludge as a byproduct of wastewater treatment. Currently, most sludge is disposed of in landfills. The objectives of the project are to reuse the sludge in concrete to reduce environmental pollution and use resources more efficiently. Testing shows the sludge can be used to replace up to 32% of sand in concrete with little reduction in compressive strength. Using sludge in concrete provides advantages like reducing land and groundwater pollution compared to disposal. Further work could explore using sludge ash in concrete after burning the organic matter.
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Sludge treatment through composting prior to reuse – the alexandria experience
Sludge treatment through composting prior to reuse – the alexandria experience
Similar to Reuse of textile sluge in concrete
IRJET- Effect of Industrial Sludge and Coconut Coir in Strengthening of Red B...
This document discusses a study that aimed to examine the use of industrial sludge and coconut coir as alternative raw materials in the production of red bricks. Various mixtures of red soil, industrial sludge at percentages of 5%, 10%, and 20%, and a constant 0.1% coconut coir were prepared and tested. The bricks were evaluated based on properties like compressive strength, water absorption, efflorescence, and other tests according to standards. The results were analyzed to determine the effect of the variables. Recommendations were made on whether the industrial sludge bricks could perform adequately compared to traditional red soil bricks. The objectives were to utilize waste materials, reduce construction costs, strengthen bricks, and examine the feasibility of using
Trends in Textile Engineering & Fashion Technology | Crimson Publishers
Advancements in Textile Processing By Ashok Athalye in Trends in Textile Engineering & Fashion Technology
IRJET- Soil Stabilization by using Plastic Waste
The document summarizes research on using plastic waste to stabilize soil. Specifically:
- Plastic waste is a growing environmental issue, as it is difficult to recycle and does not biodegrade. Using it to stabilize soil provides an alternative disposal method.
- Studies have shown that mixing plastic strips into soil can improve its engineering properties like strength and bearing capacity. The optimum plastic content varies by study but is typically around 0.75-4% of the soil's weight.
- Beyond the optimum amount, soil properties begin to decrease again. Using plastic strips is shown to be more effective than plastic bag strips for soil stabilization.
- Stabilizing expansive soils like black cotton soil with plastic waste
IRJET- Treatment of Textile Waste Water using Moringa Oleifera and Tamarindus...
This document summarizes a study on treating textile wastewater using natural coagulants from Moringa oleifera and Tamarindus indica. The textile wastewater had high levels of pollutants including pH, turbidity, total solids, dissolved solids, and suspended solids. Jar tests were conducted to determine the optimum dosage of each coagulant for removal of pollutants. Moringa oleifera at a dosage of 60ml showed the highest removal efficiency for pH, turbidity, total solids, and other parameters. While both natural coagulants were effective, Moringa oleifera performed better than Tamarindus indica for textile wastewater treatment.
IRJET - Application of Geopolymer Concrete in Construction of Green Building
1. The document discusses the use of geopolymer concrete as a more sustainable alternative to traditional Portland cement concrete for building construction. Geopolymer concrete is made from industrial byproducts like fly ash and rice husk ash activated by alkaline solutions, thereby reducing greenhouse gas emissions.
2. The study aims to produce geopolymer concrete using fly ash and rice husk ash as binder materials, with M25 grade mix design. Specimens will be tested for compressive strength at 14 and 28 days of curing at ambient temperature.
3. Literature reviewed suggests geopolymer concrete can successfully utilize industrial waste, reduce cement usage and CO2 emissions, while achieving comparable or improved mechanical properties over Portland cement concrete
Environmental Feasibility in Utilization of Foundry Solid Waste (Slag) for M2...
Slag utilized here is obtained from the blasting process of the metal ore in a Cupola furnace .Slag
is a by-product of the iron and steel manufacturing process. Generally a blast furnace operates on a
continuous basis and produces approximately 250 — 300 kg of slag per tons of iron produced. The slag is
collected in a foundry in Coimbatore and it is approximately graded to the size of a coarse aggregate used in
M20 grade concrete (i.e size of a 20mm jelly) and partial replacement of the coarse aggregate is seen in
initial fractions. Also the fine aggregate used in M20 concrete mix ratio is completely replaced by use of
quarry dust which is a cheaper material when compared to sand. Ratio of fine and coarse aggregates
replacement are prepared and accordingly the cubes are casted as per IS:456-2000 M20 mix ratio. Then the
cubes are set for curing in water for 28 days. The leachate analysis is carried out by taking water samples for
every consecutive four days till the 28th day and the samples are analyzed for metals which are of high
environmental concern. After the curing process the cubes are taken out and tested for compressibility .So in
this project “WEALTH FROM WASTE” concept is established by using foundry solid waste (slag) and quarry
dust as a replacement for normal coarse and fine aggregate, such that both civil and environmental concerns
are taken into account
Use of waste plastic for road construction by syed shahzaiab
1) Waste plastic from sources like bottles and packaging can be used to coat aggregates that are then used in road construction. The coated aggregates improve the strength and performance of roads compared to those made only with natural materials.
2) Plastic waste is separated, cleaned, shredded, and used to coat hot aggregates at a mixing plant. The coated aggregates are then mixed with hot bitumen to form the final road construction material.
3) Roads made with plastic-coated aggregates require less bitumen, have higher strength and durability, provide a smoother ride, and help reduce environmental problems caused by plastic waste.
Coconut fibres
This document summarizes a study on improving the strength of concrete by using industrial and agricultural waste such as rice husk ash (RHA) and coconut fibers (coir). RHA is a highly pozzolanic material obtained by controlled burning of rice husk. Coir has excellent mechanical and physical properties. The study investigated partially replacing cement with RHA and adding coir fibers to concrete mixtures. Testing showed concrete strength initially decreased but matched control mixtures at 28 days and increased at 90 days with RHA replacement up to 12.5%. Adding up to 3% coir fibers to 12.5% RHA concrete further improved compressive strength. Flexural strength peaked at 17.5-20% RHA with co
IRJET- Study of Plastic Bricks Made from Waste Plastic
The document summarizes a study on making bricks using waste plastic. Researchers created bricks by mixing waste plastic granules constituting 0-20% by weight with fly ash, cement, and sand. The bricks were cured for 28 days and then baked at 90-110°C for 2 hours. Testing found the plastic bricks to be lightweight, porous, with low thermal conductivity and adequate mechanical strength. Unlike other porous brick production methods, this process does not use high-temperature incineration and thus has lower carbon emissions. The plastic bricks showed similar compressive strength to normal bricks and reduced water absorption. Efflorescence values were also lower than normal bricks. This study introduces a new method of sustainably managing thermoplastic waste
Use of waste plastic in road construction
1) The document discusses using low density plastic waste in asphalt pavement to help address the growing problem of plastic waste. Plastic waste is shredded and used to coat aggregates, which are then mixed with bitumen to make asphalt.
2) Test results found the plastic-coated aggregate modified asphalt mix showed higher strength than conventional asphalt. Using plastic waste in this way helps reduce the need for bitumen in asphalt mixes.
3) The process and results suggest plastic waste can be effectively utilized in road construction, providing environmental and economic benefits over disposal in landfills.
RESEARCH ON THE EFFECTS OF HYPO SLUDGE AS A PARTIAL REPLACEMENT OF CEMENT MORTAR
This document summarizes research on using hypo sludge as a partial replacement for cement in mortar. Hypo sludge is a waste product from paper production that is currently disposed of in landfills. The study investigated replacing 0-50% of cement in mortar mixes with hypo sludge. Tests found that replacing up to 20% of cement with hypo sludge had little impact on the compressive strength and density of the mortar. Replacing more than 30% of cement led to significant reductions in strength. The study concluded that hypo sludge can effectively replace up to 20% of cement in mortar, providing an eco-friendly way to utilize this industrial waste.
Bq31254262
The document is an experimental study on the effect of adding polymer on the properties of waste plastic fibre reinforced concrete. Some key points:
1. The study examines the compressive strength, tensile strength, flexural strength, and impact strength of concrete with different percentages of added polymer (0-10%), both with and without the addition of 1.5% waste plastic fibres by volume.
2. Experimental results show that the compressive strength increased with the addition of both polymer and plastic fibres, reaching a maximum 20% increase with 8% polymer and 1.5% fibres.
3. Other strength properties like tensile, flexural, and impact strength also improved with the addition of
S4103115122
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Comparative Analysis of Coconut shell Concrete to Traditional Concrete
This document presents a comparative analysis of coconut shell concrete versus traditional concrete. Tests were conducted replacing coarse aggregate at 10%, 20%, and 30% with coconut shell aggregate. The results showed:
1) Compressive strength was reduced by 6%, 20%, and 30% respectively as replacement increased. 10% replacement is suitable for normal construction while 20-30% is only for less important works.
2) Flexural strength was reduced by 17.86%, 25%, and 30.36% respectively as replacement increased. 10% replacement is allowable while 20-30% requires some conditions.
3) Total concrete cost was reduced by 2%, 3%, and 4% respectively as replacement increased due to lower coconut
Comparative Analysis of Coconut shell Concrete to Traditional ConcreteCompara...
It is found that so many wastes which can be used in traditional concrete like e-wastes, rubber
tyre waste, glass waste etc. The coconut shell is also a main waste which can be used in traditional concrete.
Generally, coconut shells are used in traditional concrete in the form of viz., coconut shell aggregate and
coconut shell fiber. This paper describes coconut shells are used as replacement of coarse aggregates. The
compressive and flexural strength test where taken on 10%, 20% and 30% replacement of coarse aggregate to
coconut shells. It is observed that the compressive strength of concrete is reduced in some extent and the
flexural strength also reduced as replacement of coconut shell is increased, but the 10% replacement is possible
to use in construction work and 20% and 30% replacement are possible to use for less important construction
work under some conditions.
It is found that, workability of concrete is increased than traditional concrete as percentage replacement is
increased. Total cost of concrete is get reduced by replacement of coarse aggregate to coconut shells. The
volume of concrete is also increased as replacement is increased, hence, the total quantity of concrete required
is getting reduced and the cost is again getting reduced. This paper supports the “SWACHHA BHARAT
ABHIYAN” carried by our Hon. Prime Minister Narendra Modi.
Finally, this paper concluded that, the Coconut Shell is possible to use for construction work as coarse
aggregate under some conditions economically. It is majorly used for construction of small huts, watchman
cabin, farm house in forest areas and small houses etc.
Project data
This document provides an introduction to quarry stone dust and fly ash as alternative materials to river sand in concrete production. It discusses research showing quarry stone dust and fly ash can replace up to 40% and 20% of sand respectively while maintaining or increasing strength. The document outlines the physical requirements and benefits of using fly ash, including increased workability, strength over time, and durability. It notes fly ash reduces permeability, corrosion of steel reinforcement, efflorescence, shrinkage, and heat of hydration while increasing resistance to sulfate attack, freezing and thawing, and alkali-silica reaction.
IRJET- An Experimental Investigation on Cement Mortar Brick by Partial Replac...
This document summarizes an experimental investigation on cement mortar bricks made with partial replacements of cement with wheat husk ash (WHA) and fine aggregate with seashell. Bricks were made with WHA additions of 3%, 6%, and 9% by weight of cement and seashell additions of 10%, 12%, and 14% by weight of fine aggregate. Compression tests at 3, 7, 14, and 28 days found that bricks with 10% seashell and 3% WHA achieved minimum compression strength. The bricks were also found to have satisfactory color, shape, size, texture, hardness, and crushing strength. The study concluded that WHA and seashell can be used in brick production as replacements for cement and sand
IRJET- An Experimental Investigation on Cement Mortar Brick by Partial Re...
This document summarizes an experimental investigation on cement mortar bricks made with partial replacements of cement with wheat husk ash (WHA) and fine aggregate with seashell. Bricks were made with WHA additions of 3%, 6%, and 9% by weight of cement and seashell additions of 10%, 12%, and 14% by weight of fine aggregate. Compression tests at 3, 7, 14, and 28 days found that bricks with 10% seashell and 3% WHA achieved minimum compression strength. The bricks were also found to have satisfactory color, shape, size, texture, hardness, and crushing strength. The study concluded that WHA and seashell can be used in brick production as replacements for cement and fine
Use of Plastic Waste in Concrete Mix
This document summarizes a research study that investigated using plastic waste in concrete mixes. Specifically, the researchers mixed high density polyethylene waste with Portland cement at different percentages by volume as a replacement for sand. They found that including up to 13% plastic waste produced concrete with acceptable properties. Compressive strength and density decreased as plastic waste content increased above 13%. However, mixes with 5-13% plastic waste exhibited good workability and mechanical properties after curing, indicating plastic waste can partially replace sand in concrete. The study suggests plastic waste concrete is a promising way to reuse plastic waste and improve sustainability.
Utilization of Coconut Shell in Different Forms in Concrete
The rising cost of material is a matter of concern in this developing construction environment. The prices of building material such as cement, sand, gravel etc. are increasing day by day. The reason for increase in cost is high demand and less availability of material. Nowadays, most of the researchers are doing research on the material which can reduce the cost of construction as well as increase the strength. Research on waste material such as fly ash, rice husk, slag and sludge from treatment of industrial and domestic waste water demolished building material is being done. Use of coconut shell in concrete is not only useful economically but also environmentally useful for human being. Coconut shell is one of the main contributors of pollution problem as a solid waste. Coconut shell used as coarse aggregate in concrete encouraged sustainable and environmentally helpful material in the construction field. Since cement rate increases day per day and its availability is decreasing as per time so it can be useful to use coconut shell ash used as substitute of cement in concrete. Coconut shell can be used in the form of powder with epoxy resins or epoxy matrixes in concrete also. Composites are made by combining two or more natural or artificial materials to maximize their useful properties and minimize their weaknesses.
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IRJET- Effect of Industrial Sludge and Coconut Coir in Strengthening of Red B...
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Trends in Textile Engineering & Fashion Technology | Crimson Publishers
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Environmental Feasibility in Utilization of Foundry Solid Waste (Slag) for M2...
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Use of waste plastic for road construction by syed shahzaiab
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IRJET- Study of Plastic Bricks Made from Waste Plastic
IRJET- Study of Plastic Bricks Made from Waste Plastic
RESEARCH ON THE EFFECTS OF HYPO SLUDGE AS A PARTIAL REPLACEMENT OF CEMENT MORTAR
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Comparative Analysis of Coconut shell Concrete to Traditional Concrete
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IRJET- An Experimental Investigation on Cement Mortar Brick by Partial Replac...
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Utilization of Coconut Shell in Different Forms in Concrete
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Reuse of textile sluge in concrete
- 1. GOVERNMENT COLLEGE OF ENGG. JALGAON seminar on: Reuse of textile sludge in concret PRESENTED BY-MOHAMMAD MUJTABA
- 2. Content Objectives of Project Introduction Characterization of sludge Process Scope of Work .
- 3. Introduction Textile industry is one of the oldest and second largest industries in India. Maharashtra state also has number of textile industries in cities like JaLgoan & Faizpur. Jargon have Raymond industries and many small scale & large scale textile units located in and around jalgaon. During manufacturing of clothes and other textile products, huge quantity of water is required for various operations such as dyeing, washing etc. .
- 4. Smaller units can not afford treatment plant, therefore waste being disposed in nallah without treatment. No further biological treatment can be given so it is disposal in Landfills as a ultimate disposal option. Textile waste water can be treated by Effluent Treatment Process(ETP). .
- 5. Objectives of Project To reuse textile mill sludge in Concrete, So that to increase bulk usage of sludge in concrete by protecting the environment. The main reason behind the reuse of sludge is Save the soil pollution and Save the Planet for our future generation. Growing need to find suitable alternatives for sludge management.
- 6. How sludge is produced from Textile mill wastewater Influent Waste Water Acid Alum Ferric chloride lime Polyelectrolyte Equalizatio n Tank Neutra lization Tank Clarifie r PST Aeration Tank SST Sludge drying Beds EFFLUENT TREATMENT PLANT .
- 7. Collection of Dried Sludge from Textile Mill Characterization of Textile Sludge For: 1Physical Properties 2Chemical Properties Reuse Options of Textile Mill Sludge Adsorbent Building Material Coagulant Burnt Clay Brick by using Sludge Use of Sludge in Concrete Replacing Sand Checking Compressive Strength Conclusion for Bulk Usage of Sludge .
- 8. Characterization of sludge: Physical and Chemical parameters of Textile Mill Sludge Sr. No. Parameter Value 1 Specific Gravity 1.2-1.5 2 Dry density 1200-1500 kg/m3 3 pH (1:5 sludge suspension) 6.46 4 EC (25oC) 11.93 mS .
- 9. Textile ETP Sludge PROCESS COLLECTION FROM EFFILUENT TRETMENT PLANT SLUDGE IS DRIED SIEVED TO REMOVE DUST MIXING PROPORTION IS 4% ,8% ,12% .
- 10. Then the sludge was mixed along with the cement concrete and mortar The sludge was found to have very high concentration of pollutants like sulfate, chloride, color etc., .
- 11. Test to be performed Workability test 1.Slump test 2. Compacting factor test Compressive test Soundness test Setting time N.K.O.C.E.T, SOLAPUR.
- 12. Advantages No leaching Low cost housing Land pollution can be reduced Minimum Land acquisition No effect on human health coz sludge having chemical nature. Ground water pollution will be minimum Sludge can be available in free of cost. The Sludge Use in Brick Manufacturing .
- 13. DISADVANTAGES The use of textile ETP sludge in reinforced cement concrete will corrode the reinforcements due to its corrosive properties There is a little transportation problem. Unburnt Textile Waste is not suitable for concrete production N.K.O.C.E.T, SOLAPUR.
- 14. Future Scope of Work Clothing & textile recycling reduces the need for landfill space. Clothing & textile recycling reduces pressure on virgin resources Clothing & textile recycling saves Energy and Reduces Pollution. Clothing & textile recycling reduces the demand for dyes and fixing agents. .
- 15. As textile mill sludge contains organic matter, it can be turned in to sludge ash by igniting it to 800 c for two hour. This sludge ash can be used in concrete. .
- 16. Conclusion Textile mill sludge can be successfully used as building material by adding it in M20, M25 and M30 grades of concrete up to 32% ultimate comprising on compressive strength. Workability of concrete goes on reducing as percentage of sludge increases. For all grades considered that 28 days average compressive strength fall down with sludge percentage beyond 32%. .
- 17. Reference “Waste textile sludge Treatment” - by M.N. Rao and A.K.Datta. Krishnan S.M., and Giridev V.R.(2010)-“Utilization of Textile Effluent Waste Sludge in Brick Production N.K.O.C.E.T, SOLAPUR.
- 18. Thank You