This document investigates replacing quartz sand with agate rejects in traditional triaxial porcelain compositions. A design of experiments approach was used to model dried and fired body properties as functions of clay, feldspar, and agate scrap contents. Ten mixtures were tested based on a simplex lattice design. Properties like linear firing shrinkage, modulus of rupture, bulk density, and water absorption were measured. Regression models relating the properties to raw material proportions were statistically validated. The models can be used to select raw material combinations to produce porcelain with specified properties, providing an alternative use for agate scrap waste.
Utilization of waste paper sludge in construction industrySandeep Jain
This technical note is recapitulation of the work carried out by researchers round the globe on characterization of waste paper sludge based on physical, chemical and mineralogical properties, activation mechanisms, pozzolanic reactivity, reaction kinematics and durability; for its possible utilization in construction industry as supplementary cementitious material, mineral admixture, partial replacement of binders in concrete, raw material for clay brick manufacturing, production of ceramics, soil stabilization in road works, reduction in carbon-dioxide emission etc., in order to encash various socio-economic and environmental benefits.
To mitigate emission of carbon dioxide and other green gases, it is necessary to develop alternative ways by which sustainable development can be improved. This paper discusses various combination of cement with hypo sludge and different size of aggregates. Hypo sludge has a very good content of Cao and thus it works as a partial replacement material in construction process. This study examines 5%, 10%, and 15% replacement of hypo sludge in place of cement in concrete for M20 and then tested for its compressive strength. The result shows that the strength of the concrete increases by adding hypo sludge up to 10%. However, further increase in hypo sludge decreases the compressive strength. Also, rate analysis has been done which concludes that the rate of the concrete decreases on replacing the cement with hypo sludge. The aim of this study is to make eco-friendly building material and to see how the concrete behaves on replacing the cement with the hypo sludge in various proportions. This study also examines the possibility of utilization of hypo sludge as a partial replacement material and it can be further used as cementitious material. It also helps with the disposal and pollution problems associated with paper industry waste
Application of Paper Waste in Cement ConcreteIJERA Editor
India is facing a serious challenge in disposing the waste in landfills throughout the country. The landfill disposal is resulting in high disposal costs and potential environmental problems. If current trend continues, waste production will grow by 5% each year, which will ultimately result in saturated capacity of landfills by 2020. This paper reports on the results of an investigation of utilization of paper waste as additional material in concrete mixes to be used for housing projects, for which it must be assured that the resulting concrete has the proper mechanical strength. Concrete mixes containing various contents of the waste were prepared and basic characteristics such as compressive strength and water absorption were determined and compared with a control mix. Four concrete mixes with 0%, 10%, 15% and 20% of paper waste as an additional material to the concrete were prepared for M-25 concrete.
Effect of Glass powder and crumb rubber as fine aggregate in concretejotsnajoshy21
Lincy Susan Babu and Jaseela K. H (2015), “ Effect of Both Glass Powder and Crumb Rubber as Fine Aggregate in Concrete” International Journal of Advanced Research Trends in Engineering and Technology, Vol. 2, Special issue X, March 2015.
This paper focus on partial replacement of river sand with waste materials such as waste glass and crumb rubber.
Utilization of waste paper sludge in construction industrySandeep Jain
This technical note is recapitulation of the work carried out by researchers round the globe on characterization of waste paper sludge based on physical, chemical and mineralogical properties, activation mechanisms, pozzolanic reactivity, reaction kinematics and durability; for its possible utilization in construction industry as supplementary cementitious material, mineral admixture, partial replacement of binders in concrete, raw material for clay brick manufacturing, production of ceramics, soil stabilization in road works, reduction in carbon-dioxide emission etc., in order to encash various socio-economic and environmental benefits.
To mitigate emission of carbon dioxide and other green gases, it is necessary to develop alternative ways by which sustainable development can be improved. This paper discusses various combination of cement with hypo sludge and different size of aggregates. Hypo sludge has a very good content of Cao and thus it works as a partial replacement material in construction process. This study examines 5%, 10%, and 15% replacement of hypo sludge in place of cement in concrete for M20 and then tested for its compressive strength. The result shows that the strength of the concrete increases by adding hypo sludge up to 10%. However, further increase in hypo sludge decreases the compressive strength. Also, rate analysis has been done which concludes that the rate of the concrete decreases on replacing the cement with hypo sludge. The aim of this study is to make eco-friendly building material and to see how the concrete behaves on replacing the cement with the hypo sludge in various proportions. This study also examines the possibility of utilization of hypo sludge as a partial replacement material and it can be further used as cementitious material. It also helps with the disposal and pollution problems associated with paper industry waste
Application of Paper Waste in Cement ConcreteIJERA Editor
India is facing a serious challenge in disposing the waste in landfills throughout the country. The landfill disposal is resulting in high disposal costs and potential environmental problems. If current trend continues, waste production will grow by 5% each year, which will ultimately result in saturated capacity of landfills by 2020. This paper reports on the results of an investigation of utilization of paper waste as additional material in concrete mixes to be used for housing projects, for which it must be assured that the resulting concrete has the proper mechanical strength. Concrete mixes containing various contents of the waste were prepared and basic characteristics such as compressive strength and water absorption were determined and compared with a control mix. Four concrete mixes with 0%, 10%, 15% and 20% of paper waste as an additional material to the concrete were prepared for M-25 concrete.
Effect of Glass powder and crumb rubber as fine aggregate in concretejotsnajoshy21
Lincy Susan Babu and Jaseela K. H (2015), “ Effect of Both Glass Powder and Crumb Rubber as Fine Aggregate in Concrete” International Journal of Advanced Research Trends in Engineering and Technology, Vol. 2, Special issue X, March 2015.
This paper focus on partial replacement of river sand with waste materials such as waste glass and crumb rubber.
Partially Replacement of Clay by S.T.P. Sludge in Brick ManufacturingAM Publications
In many countries, sludge is a serious problem due to its high treatment costs and the risks to environment and human health. The sludge presents increasingly difficult problem to cities of all sizes because of the scarcity of suitable disposal sites, increasing labour costs, and environmental concerns. The study investigated the use of water treatment sludge incorporated with clay. In this study bricks were produced with sewage sludge additions ranging from 20, 25, 30 and 40% by dry weight respectively and compare produce brick with regular brick. Bricks with a sludge content of up to 40 % were capable of meeting the relevant technical standards. However, if bricks with more than 30 % sludge addition are not recommended for use because they are brittle in nature and easily broken even when handled gently as well as colour is not as per the requirement. Also from this investigation me can solve disposal problem completely and also construct and economical structure with easy designing.
An Experimental Study on Partial Replacement of Coarse Aggregate with Plastic...ijtsrd
Concrete is the most widely used construction material in the world it is a mixture of cement, sand, coarse aggregate and water. Storage and safe disposal of industrial byproduct such as Waste foundry sand is major disposable item of metal casting industries and plastic bottle is a huge problem everywhere, reuse of these waste eliminates reduce the problem. Plastic bottles are a major issue of solid waste disposal. Several things which were invented for our convenient life are responsible for polluting environment due to improper waste management technique. One of them is plastic which has to be disposed or recycled properly to maintain the beauty of our nature. Polyethylene Terephthalate PET, PETE or polyester are routinely used for carbonated beverage and water bottles. This is an environmental issue as waste plastic bottles are difficult to biodegrade and involve processes either to recycle or reuse. In the Modern world, the construction industry is searching for cost effective materials for enhancing the strength of concrete structures. In this experiment fine aggregate is replaced 0 , 10 , 20 and 30 of its weight by foundry sand and course aggregate is replaced 0 and 5 of its weight by Plastic bottles in all concrete mix and there effects are studied. Mithilesh Kumar Singh | Nitesh Kushwah "An Experimental Study on Partial Replacement of Coarse Aggregate with Plastic Scrap and Sand with Foundry Sand in Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-6 , October 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29314.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/29314/an-experimental-study-on-partial-replacement-of-coarse-aggregate-with-plastic-scrap-and-sand-with-foundry-sand-in-concrete/mithilesh-kumar-singh
Exploratory study on the use of crushed cockle shell as partial sand replacem...IJRES Journal
The increasing demand for natural river sand supply for the use in construction industry along
with the issue of environmental problem posed by the dumping of cockle shell, a by-product from cockle
business have initiated research towards producing a more environmental friendly concrete. This research
explores the potential use of cockle shell as partial sand replacement in concrete production. Cockle shell used
in this experimental work were crushed to smaller size almost similar to sand before mixed in concrete. A total
of six concrete mixtures were prepared with varying the percentages of cockle shell viz. 0%, 5%, 10%, 15%,
20% and 25%. All the specimens were subjected to continuous water curing. The compressive strength test was
conducted at 28 days in accordance to BS EN 12390. Finding shows that integration of suitable content of
crushed cockle shell of 10% as partial sand replacement able to enhance the compressive strength of concrete.
Adopting crushed cockle shell as partial sand replacement in concrete would reduce natural river sand
consumption as well as reducing the amount of cockle shell disposed as waste.
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.
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.
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.
Cost Effectiveness of Replacing Sand with Crushed Granite Fine (CGF) In the M...IOSR Journals
The economic gain of replacing sand with Crushed Granite Fines in the production of concrete was investigated. Compressive strength and slump tests were performed on fresh and hardened concrete using two nominal mixes of 1:1:2 and 1:1½: 3 with the sand component being partially replaced with Crushed Granite Fines. Compressive strength values above 30 N/mm² and 35 N/mm² were obtained for nominal mixes of 1:1:2 and 1:1½: 3 respectively when sand was partially replaced with 25 – 37.5% Crushed Granite Fines. Based on the economic analysis of the test results, replacement of sand with 25 – 37.5% Crushed Granite Fines is recommended for use in concrete production.
Durability of Bricks Cast With Industrial SludgeIOSR Journals
Abstract: Recovery of waste constituents from industrial waste is a cost effective solution in control of
environmental pollution. Present investigation deals with the feasibility of usage of sludge obtained from sand
beneficiation treatment plant in the production of bricks and their durability. The experimental results show that
the brick earth can be replaced with treatment plant sludge up to 40% by weight without loss in strength and
other brick characteristics considered satisfactory for conventional purposes. Apart from that when reference
specimens and test bricks (5% Sludge) were immersed in various concentrations of hydrochloric acid (HCl)
solution at different immersed ages, the loss of weight is found to be less in test bricks than that in reference
bricks. Hence, at 5% of replacement, the quality of bricks is superior to the bricks made from earth alone and
can be used for superior work of permanent nature.
Keywords-Brick, Sludge from sand beneficiation treatment plant, Compressive strength, HCL, weight loss
Partially Replacement of Clay by S.T.P. Sludge in Brick ManufacturingAM Publications
In many countries, sludge is a serious problem due to its high treatment costs and the risks to environment and human health. The sludge presents increasingly difficult problem to cities of all sizes because of the scarcity of suitable disposal sites, increasing labour costs, and environmental concerns. The study investigated the use of water treatment sludge incorporated with clay. In this study bricks were produced with sewage sludge additions ranging from 20, 25, 30 and 40% by dry weight respectively and compare produce brick with regular brick. Bricks with a sludge content of up to 40 % were capable of meeting the relevant technical standards. However, if bricks with more than 30 % sludge addition are not recommended for use because they are brittle in nature and easily broken even when handled gently as well as colour is not as per the requirement. Also from this investigation me can solve disposal problem completely and also construct and economical structure with easy designing.
An Experimental Study on Partial Replacement of Coarse Aggregate with Plastic...ijtsrd
Concrete is the most widely used construction material in the world it is a mixture of cement, sand, coarse aggregate and water. Storage and safe disposal of industrial byproduct such as Waste foundry sand is major disposable item of metal casting industries and plastic bottle is a huge problem everywhere, reuse of these waste eliminates reduce the problem. Plastic bottles are a major issue of solid waste disposal. Several things which were invented for our convenient life are responsible for polluting environment due to improper waste management technique. One of them is plastic which has to be disposed or recycled properly to maintain the beauty of our nature. Polyethylene Terephthalate PET, PETE or polyester are routinely used for carbonated beverage and water bottles. This is an environmental issue as waste plastic bottles are difficult to biodegrade and involve processes either to recycle or reuse. In the Modern world, the construction industry is searching for cost effective materials for enhancing the strength of concrete structures. In this experiment fine aggregate is replaced 0 , 10 , 20 and 30 of its weight by foundry sand and course aggregate is replaced 0 and 5 of its weight by Plastic bottles in all concrete mix and there effects are studied. Mithilesh Kumar Singh | Nitesh Kushwah "An Experimental Study on Partial Replacement of Coarse Aggregate with Plastic Scrap and Sand with Foundry Sand in Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-6 , October 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29314.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/29314/an-experimental-study-on-partial-replacement-of-coarse-aggregate-with-plastic-scrap-and-sand-with-foundry-sand-in-concrete/mithilesh-kumar-singh
Exploratory study on the use of crushed cockle shell as partial sand replacem...IJRES Journal
The increasing demand for natural river sand supply for the use in construction industry along
with the issue of environmental problem posed by the dumping of cockle shell, a by-product from cockle
business have initiated research towards producing a more environmental friendly concrete. This research
explores the potential use of cockle shell as partial sand replacement in concrete production. Cockle shell used
in this experimental work were crushed to smaller size almost similar to sand before mixed in concrete. A total
of six concrete mixtures were prepared with varying the percentages of cockle shell viz. 0%, 5%, 10%, 15%,
20% and 25%. All the specimens were subjected to continuous water curing. The compressive strength test was
conducted at 28 days in accordance to BS EN 12390. Finding shows that integration of suitable content of
crushed cockle shell of 10% as partial sand replacement able to enhance the compressive strength of concrete.
Adopting crushed cockle shell as partial sand replacement in concrete would reduce natural river sand
consumption as well as reducing the amount of cockle shell disposed as waste.
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.
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.
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.
Cost Effectiveness of Replacing Sand with Crushed Granite Fine (CGF) In the M...IOSR Journals
The economic gain of replacing sand with Crushed Granite Fines in the production of concrete was investigated. Compressive strength and slump tests were performed on fresh and hardened concrete using two nominal mixes of 1:1:2 and 1:1½: 3 with the sand component being partially replaced with Crushed Granite Fines. Compressive strength values above 30 N/mm² and 35 N/mm² were obtained for nominal mixes of 1:1:2 and 1:1½: 3 respectively when sand was partially replaced with 25 – 37.5% Crushed Granite Fines. Based on the economic analysis of the test results, replacement of sand with 25 – 37.5% Crushed Granite Fines is recommended for use in concrete production.
Durability of Bricks Cast With Industrial SludgeIOSR Journals
Abstract: Recovery of waste constituents from industrial waste is a cost effective solution in control of
environmental pollution. Present investigation deals with the feasibility of usage of sludge obtained from sand
beneficiation treatment plant in the production of bricks and their durability. The experimental results show that
the brick earth can be replaced with treatment plant sludge up to 40% by weight without loss in strength and
other brick characteristics considered satisfactory for conventional purposes. Apart from that when reference
specimens and test bricks (5% Sludge) were immersed in various concentrations of hydrochloric acid (HCl)
solution at different immersed ages, the loss of weight is found to be less in test bricks than that in reference
bricks. Hence, at 5% of replacement, the quality of bricks is superior to the bricks made from earth alone and
can be used for superior work of permanent nature.
Keywords-Brick, Sludge from sand beneficiation treatment plant, Compressive strength, HCL, weight loss
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Non‒Conventional Light‒Weight Clay Bricks from Homra and Kraft Pulp Wastes
Original Research Article
Journal of Chemistry and Materials Research Vol. 1 (4), 2014, 123–129
H. H. M. Darweesh,* and M. G. El-Meligy
To Study the Properties of Concrete with Partial Replacement of Fine Aggregat...ijtsrd
Natural resources are depleting worldwide while at the same time the generated wastes from the industry are increasing substantially. The sustainable development for construction involves the use of nonconventional and innovative materials, and recycling of waste materials in order to compensate the lack of natural resources and to find alternative ways conserving the environment. So, this paper presents the results of an experimental investigation carried out to evaluate the mechanical properties of concrete mixtures in which fine aggregate sand was replaced with Copper Slag. The fine aggregates sand was replaced with percentages 0 for the control mixture , 10 , 20 , 30 , 40 , 50 , 60 , 80 , and 100 of Copper Slag by weight. Tests were performed for properties of fresh concrete and Hardened Concrete. Compressive strength and Flexural strength were determined at 7, 28 and 56days. The results indicate that workability increases with increase in Copper Slag percentage. Test results indicate significant improvement in the strength properties of plain concrete by the inclusion of up to 80 Copper slag as replacement of fine aggregate sand , and can be effectively used in structural concrete. Also as percentage of Copper Slag increased the density of concrete increased. The workability of concrete increased with increase in percentage of copper slag. Toughness of copper slag is found to be more, which increases the compressive and flexural strength of concrete. Achal Jain | Nitin Thakur "To Study the Properties of Concrete with Partial Replacement of Fine Aggregates through Copper Slag and Coarse Aggregates by Recycled Aggregates" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-6 , October 2019, URL: https://www.ijtsrd.com/papers/ijtsrd28104.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/28104/to-study-the-properties-of-concrete-with-partial-replacement-of-fine-aggregates-through-copper-slag-and-coarse-aggregates-by-recycled-aggregates/achal-jain
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
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
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.
Environmental Feasibility in Utilization of Foundry Solid Waste (Slag) for M2...iosrjce
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
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Want to move your career forward? Looking to build your leadership skills while helping others learn, grow, and improve their skills? Seeking someone who can guide you in achieving these goals?
You can accomplish this through a mentoring partnership. Learn more about the PMISSC Mentoring Program, where you’ll discover the incredible benefits of becoming a mentor or mentee. This program is designed to foster professional growth, enhance skills, and build a strong network within the project management community. Whether you're looking to share your expertise or seeking guidance to advance your career, the PMI Mentoring Program offers valuable opportunities for personal and professional development.
Watch this to learn:
* Overview of the PMISSC Mentoring Program: Mission, vision, and objectives.
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About Hector Del Castillo
Hector is VP of Professional Development at the PMI Silver Spring Chapter, and CEO of Bold PM. He's a mid-market growth product executive and changemaker. He works with mid-market product-driven software executives to solve their biggest growth problems. He scales product growth, optimizes ops and builds loyal customers. He has reduced customer churn 33%, and boosted sales 47% for clients. He makes a significant impact by building and launching world-changing AI-powered products. If you're looking for an engaging and inspiring speaker to spark creativity and innovation within your organization, set up an appointment to discuss your specific needs and identify a suitable topic to inspire your audience at your next corporate conference, symposium, executive summit, or planning retreat.
About PMI Silver Spring Chapter
We are a branch of the Project Management Institute. We offer a platform for project management professionals in Silver Spring, MD, and the DC/Baltimore metro area. Monthly meetings facilitate networking, knowledge sharing, and professional development. For event details, visit pmissc.org.
Resumes, Cover Letters, and Applying OnlineBruce Bennett
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Jill Pizzola's Tenure as Senior Talent Acquisition Partner at THOMSON REUTERS...dsnow9802
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2. 316 S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322
Being a non-hazardous industrial sub-product, agate scrap can
be included in the large group of industrial wastes that are similar
in composition to the natural raw materials used in the ceramic
industry and can be not only compatible but also beneficial in the
fabrication of ceramics [7,11].
Porcelain and other traditional ceramics are processed from
three types of raw materials, namely plastic materials (generally
clays), fluxing materials (usually feldspars) and inert materials or
fillers (commonly quartz), which explains the label “triaxial” gener-
ally used to designate such ceramic systems [12]. Thus, agate scrap
might be usable as inert material or filler, replacing the usual quartz
sand, but might also have some beneficial effect on the vitrification
behaviour and microstructure development of porcelain.
When the processing conditions are kept constant, as is the ten-
dency in the ceramics industry, a number of properties of dried and
fired bodies are basically determined by the combination (or mix-
ture) of those three types of raw materials. This is the fundamental
assumption in the statistical design of mixture experiments (DoE)
used to obtain a mathematical description of any given property
[13–15]. The use of this methodology in the fabrication of ceramics
enables the prediction, in an expeditious way, of the effects of a
change in raw materials, or the proportions thereof, on the various
processing steps towards the final product. A detailed description
of the procedure can be found elsewhere [16,17], showing how
to accommodate restrictions imposed by processing on the raw
materials contents (the pseudo-component concept), the need for
replications of the experiments to better the confidence in the
experimental results and guarantee their reproducibility, and how
a regression polynomial is fitted to the experimental values and
validated.
In the present work, to investigate the suitability of quartz
sand replacement and optimize the agate scrap content, the
DoE methodology was used to mathematically model the
physical–mechanical properties, as functions of the proportions of
clay, feldspar and agate scrap present in the mixture of raw materi-
als, under constant processing conditions. The models so obtained
can then be used to select the best combination of those three
raw materials to produce, using that processing route, a porcelain
ceramic body with specified properties.
2. Experimental procedure
The raw materials used were kaolinitic clay supplied by
Minerac¸ ão Tabatinga (Tijucas do Sul, PR, Brazil), potash feldspar
supplied by Colorminas (Criciúma, SC, Brazil) and agate scrap pow-
der supplied by Aduvi Pedras do Brasil (Salto do Jacuí, RS, Brazil).
The chemical analysis of the raw materials was carried out by X-ray
fluorescence (Philips PW 2400 wavelength dispersive fluorescence
spectrometer, with Rh X-ray tube). The major crystalline phases
were identified by X-ray diffraction (Philips X’PERT diffractometer
with monochromatic Cu K␣1 radiation, and the JCPDS X-ray data
files) and quantified by rational analysis [18].
A {3,2} centroid simplex-lattice design, augmented with interior
points, was used to define the ten mixtures of those raw materials
that should be investigated. For each of these powder mixtures, the
particle size distribution was determined with a Cilas 1064 L par-
ticle size analyzer, after dispersing in de-ionized water containing
a few drops of deflocculant.
The processing methodology was kept constant and close to the
conventional porcelainized stoneware wall and floor tile indus-
trial practice. Mixtures with the selected compositions were wet
ground (residue left in a 325 mesh sieve below 1 wt.%), dried (24 h),
moisturized (7.0 ± 0.3 wt.%, dry basis) and granulated, to simu-
late the customary industrial slip spray-drying step, and uniaxially
pressed at 40 MPa (EMIC, 10 ton hydraulic press) to produce test
bars (70 mm × 25 mm × 5 mm, 20.0 g of material per test piece). The
test pieces were dried (110 ± 5 ◦C until constant weight) and fired at
1180 ◦C for 1 h (heating at 5.0 ◦C/min), followed by natural cooling.
For each composition, two independent batches were prepared and
processed (replications).
The bulk density of dried (DBD) and fired (FBD) test pieces
was calculated geometrically, using the dimensions (1 m resolu-
tion Mitutoyo MDC-25 M digital micrometer) and weight (Denver
DE 100A digital analytical scale with a resolution of 1 mg) of the
test pieces. The water absorption (WA) was determined using
Archimedes’ liquid displacement method by immersion in boiling
water for 2 h. For each mixture, the final test result was taken as the
average of the measurements carried out on five test pieces.
The linear firing shrinkage (LFS) was calculated from the change
in length, upon firing, of the test bars (measured with Mitutoyo
callipers with a resolution of 0.05 mm).
The modulus of rupture of fired test pieces (MoR) was deter-
mined in three-point bending tests (EMIC digital test machine with
a 1 mm/min cross-head speed, until rupture). For each mixture,
the final test result was taken as the average of the measurements
carried out on ten test bars.
The major crystalline phases present on fired samples were
identified by X-ray diffraction and their microstructure was stud-
ied on fracture surfaces (in natura and after HF-etching) by scanning
electron microscopy (SEM, Zeiss DSM 940, with an Energy Disper-
sion X-ray detector).
The results obtained for LFS, MoR, WA, DBD and FDB in the two
replications were used to iteratively calculate the coefficients of
statistically relevant regression equations (models) and response
surfaces, relating those properties with the proportions of the clay,
feldspar and agate scrap present in the unfired mixture. The calcu-
lations were carried out with Statistica 7.1 (StatSoft Inc., 2005).
3. Results and discussion
3.1. Mixture compositions
The chemical (XRF) and mineralogical (rational analysis) com-
positions of the kaolinitic clay, potash feldspar and agate scrap are
presented in Table 1. The three raw materials define the triaxial
composition triangle, shown in Fig. 1.
The chosen processing conditions require that lower bound
composition limits are used, and those were 20 wt.% clay, 15 wt.%
Table 1
Chemical (XRF) and mineralogical (rational analysis) compositions of clay, feldspar
and agate scrap (wt.%)
Constituents Clay Feldspar Agate scrap
Chemical analysis
SiO2 46.25 65.35 98.46
Al2O3 35.27 19.11 0.21
Fe2O3 2.11 0.04 0.02
TiO2 1.52 0.01 0.01
CaO 0.06 0.21 0.05
MgO 0.30 0.07 0.02
Na2O 0.05 3.33 0.09
K2O 1.15 11.64 0.01
L.O.I. 13.21 0.16 1.13
Mineralogical composition
Kaolinite 86.00 – –
Muscovite 4.00 – –
Gibsite 4.00 – –
Microcline – 96.10 –
Quartz 4.00 – 98.00
Other 2.00 3.90 2.00
3. S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322 317
Fig. 1. The raw materials triangle for the triaxial system clay–feldspar–agate, show-
ing the restricted pseudo-components triangle (light grey) and the simplex points
(studied compositions).
feldspar and 15 wt.% agate scrap. Thus, a restricted composition tri-
angle of pseudo-components was created (coloured grey, in Fig. 1)
on which a {3,2} augmented centroid simplex lattice (ten points)
was set. These ten composition points, also shown in Fig. 1, repre-
sent the mixtures to be investigated.
3.2. Measured properties and statistical analysis
Table 2 presents the measured values for LFS, MoR, WA, DBD
and FDB obtained for the two replications of the ten mixtures. With
such data, a regression equation was sought for each property, sub-
jected to a significance level of 5%, and the final results are shown in
Table 3. These equations are all referred to the triaxial components
clay, feldspar and agate (x1, x2 and x3, respectively) so that mixed
raw materials can easily be used (i.e. raw materials which do not
lie on the apexes of the composition triangle in Fig. 1).
Table 4 shows the results of the variance analysis of the regres-
sions obtained for LFS, MoR, WA, DBD and FDB (major statistical
properties: p value, coefficient of multiple determination R2, and
adjusted coefficient of multiple determination, R2
A
), using the
nomenclature commonly found in the literature [14,15]. It can be
seen that all models are statistically significant at the required level
(p value ≤ significance level) and present small variability (high
coefficients of multiple determination).
Table 4 also presents the results of lack-of-fit tests, used to check
the adequacy of the models. In these tests, the p value exceeds the
significance level, meaning that the models do not display lack of
fit [14,15]. In all cases, the errors could be considered randomly
distributed around a zero mean value (i.e. are uncorrelated), which
suggests a common constant variance. On the basis of this analysis,
the regression models obtained were accepted to describe the effect
of raw materials contents on LFS, MoR, WA, DBD and FDB.
The effect of each raw material on the studied properties can be
best visualized in terms of constant contour plots of the properties
surfaces, within the pseudo-components triangle.
3.3. Ceramic processing properties: dried body
The particle size distributions in all ten compositions were found
to be bimodal, peaking first between 1 and 5 m (corresponding to
clay particles) and then between 10 and 20 m (corresponding to
agate and feldspar particles), all particles being below 40 m. This
suggests high sinterability and optimizes the effect of quartz in the
Table 2
Measured values of LFS, MoR, DBD, FDB and WA obtained for two replications of the ten simplex mixtures
Mixture LFS (%) MoR (MPa) DBD (g cm−3
) FDB (g cm−3
) WA (%)
Replication 1
1 10.03 ± 0.10 41.80 ± 4.82 1.79 ± 0.01 2.16 ± 0.01 6.38 ± 0.21
2 13.62 ± 0.13 54.54 ± 5.52 1.57 ± 0.01 2.33 ± 0.01 0.07 ± 0.02
3 3.01 ± 0.10 12.69 ± 1.36 1.71 ± 0.01 1.75 ± 0.01 15.37 ± 0.26
4 10.14 ± 0.15 57.98 ± 2.77 1.77 ± 0.01 2.31 ± 0.01 0.13 ± 0.03
5 6.46 ± 0.16 25.70 ± 2.47 1.76 ± 0.01 2.00 ± 0.01 9.80 ± 0.36
6 7.67 ± 0.11 27.01 ± 2.59 1.69 ± 0.01 2.18 ± 0.01 3.68 ± 0.14
7 6.23 ± 0.17 31.86 ± 4.12 1.79 ± 0.01 2.14 ± 0.01 6.12 ± 0.24
8 6.32 ± 0.11 29.95 ± 3.38 1.84 ± 0.01 2.15 ± 0.01 5.27 ± 0.31
9 9.78 ± 0.15 47.04 ± 3.53 1.75 ± 0.01 2.30 ± 0.01 0.15 ± 0.02
10 5.12 ± 0.13 19.58 ± 1.90 1.76 ± 0.01 1.96 ± 0.01 10.41 ± 0.42
Replication 2
1 a a
1.82 ± 0.01 a
5.84 ± 0.26
2 a a
1.63 ± 0.01 2.30 ± 0.01 a
3 2.29 ± 0.07 14.02 ± 1.02 a
1.78 ± 0.01 14.49 ± 0.31
4 8.74 ± 0.09 a
1.78 ± 0.01 a a
5 5.95 ± 0.12 26.35 ± 1.32 1.77 ± 0.01 1.97 ± 0.01 9.03 ± 0.16
6 a
32.71 ± 2.52 1.73 ± 0.01 2.15 ± 0.01 3.97 ± 0.11
7 a
26.93 ± 2.51 1.76 ± 0.01 a
4.63 ± 0.17
8 7.67 ± 0.14 29.95 ± 3.38 1.81 ± 0.01 2.18 ± 0.01 a
9 11.41 ± 0.17 51.48 ± 3.47 1.71 ± 0.01 2.34 ± 0.01 a
10 4.66 ± 0.12 21.32 ± 1.73 1.74 ± 0.01 1.92 ± 0.01 11.26 ± 0.23
a
Some values could not be measured. Calculated averages refer to available values.
Table 3
Regression equations obtained for LFS, MoR, DBD, FDB and WA (x1, x2, and x3 are the clay, feldspar, and agate fractions, respectively)
Regression model Property equation
Quadratic LFS = 16.16x1 + 28.21x2 − 2.06x3 − 43.49x1x2 − 7.10x1x3 − 12.33x2x3
Special cubic MoR = −8.56x1 + 11.34x2 − 39.45x3 + 431.43x1x2 + 249.86x1x3 + 300.34x2x3 − 1820.89x1x2x3
Quadratic DBD = 1.73x1 + 1.14x2 + 1.56x3 + 1.32x1x2 + 0.28x1x3 + 1.02x2x3
Quadratic FBD = 2.13x1 + 2.15x2 + 2.21x3 + 1.12x1x2 + 0.08x1x3 + 1.83x2x3
Special cubic WA = 19.94x1 + 19.09x2 + 43.07x3 − 117.52x1x2 − 81.42x1x3 − 144.30x2x3 + 440.30x1x2x3
4. 318 S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322
Fig. 2. Predicted dried body bulk density (DBD) constant contour plot (g cm−3
) as a
function of composition.
final sintered body [19,20]. Also, it is a guarantee that the green body
density will not change significantly with the mixture composition.
Fig. 2 shows the constant contour plot for the dry bulk density, as
obtained from the corresponding regression equation presented in.
The highest dry bulk density values (DBD ≥ 1.80 g cm−3) are reached
in the composition area corresponding to high contents of plas-
tic material (clay contents of 50–70 wt.%, feldspar and agate below
30 wt.%). This can probably be explained by a particle packing effect,
since both agate scrap and feldspar contain larger particles [12].
Nevertheless, the DBD has the expected narrow variation range
(1.73 ± 0.075 g cm−3, Table 2) and should not have a significant
effect on the fired body bulk density (FBD).
3.4. Ceramic processing properties: fired body
The effects of raw materials on fired body bulk density and water
absorption can be seen on the constant contour plots in Fig. 3,
obtained from the corresponding regression equations in Table 3.
Fig. 3a shows no similarity with the DBD contour plot, confirm-
ing that the observed changes in FBD are not caused by differences
in DBD. Fig. 3a also shows that FBD is nearly independent of the
clay content and the highest FBD occurs for agate/feldspar weight
ratios below 0.25, i.e. under the conditions used in this work, high
agate contents adversely affect FBD. As expected, Fig. 3b shows the
inverse trend, that is, increasing agate contents favour an increase
in WA, while increasing feldspar content contributes to lower WA.
Fig. 3b also shows that there is a comfortable composition range of
low-to-medium agate/feldspar weight ratios (below 0.45) to obtain
low WA (WA ≤ 2.0 wt.%).
Fig. 4 shows the effects of raw materials on the linear firing
shrinkage and bending strength (MoR), as constant contour plots
obtained from the corresponding regression equations in Table 3.
It can be seen, from Fig. 4a and the coefficients in the LFS equa-
tion in Table 3, that feldspar (x2) has the strongest effect on LFS,
followed by the clay (x1). Fig. 4a also shows that the compositions
with the best (lowest) WA values (Fig. 3b) also present the high-
est firing shrinkage. Nevertheless, low firing shrinkage values (e.g.
Table 4
Major statistical properties, relevant for variance analysis and lack-of-fit tests
Property Regression
model
Variance analysis results Lack-of-fit results
p value R2
R2
A
p value
LFS Quadratic 0.0476 0.9460 0.9189 0.2970
MoR Special cubic 0.0377 0.9504 0.99207 0.1391
DBD Quadratic 0.0006 0.9149 0.8821 0.6601
FBD Quadratic 0.0033 0.9796 0.9703 0.0744
WA Special cubic 0.0292 0.9804 0.9675 0.0829
Fig. 3. Predicted fired body properties constant contour plots as a function of com-
position: (a) bulk density (FBD, g cm−3
), and (b) water absorption (WA, %).
below 8.0%) can be reached within a broad composition area, for
agate contents above 50 wt.% and feldspar contents below 30 wt.%.
The effects of raw materials on the bending strength of fired
ceramic bodies (MoR), shown in Fig. 4b, are similar to those
Fig. 4. Predicted fired body properties constant contour plots as a function of com-
position: (a) firing shrinkage (LFS, %), and (b) flexural strength (MoR, MPa).
5. S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322 319
Fig. 5. X-ray diffraction patterns of fired compositions 1, 7, 8 and 9 (refer to Fig. 1
for composition location): Q, quartz; M, mullite.
observed for the fired bulk density (FBD), shown in Fig. 3a, confirm-
ing the strong influence of FBD on MoR [21,22]. Figs. 3a and 4b show
that the highest (MoR ≥ 50 MPa) and the highest FBD were found to
occur in same composition range, for agate/feldspar weight ratios
below 0.25.
3.5. Microstructure and mechanical behaviour
Quartz and mullite were the major crystalline phases identi-
fied by XRD in all fired samples. As an illustration, Fig. 5 shows the
X-ray diffraction patterns of compositions 1, 7, 8 and 9 (see Fig. 1
for composition location). Fig. 6 shows the HF-etched fracture sur-
faces of these samples, as observed by SEM. In these samples, free
quartz grains, that remained undissolved in the final microstruc-
ture, along with well-interlocked secondary mullite needles, can
clearly be seen. These observations agree with the three main
theories proposing explanations for the mechanical properties of
porcelain [12], which consider that the crystalline phases present,
dispersed in the vitreous phase, are the ruling factor influencing
the mechanical properties.
Fig. 7 illustrates the differences in pore morphology, as seen
on fracture surfaces by SEM, and shows that the raw materi-
als also affect closed pore characteristics and the microstructure
(see Fig. 1 for composition location). Upon firing, composition 1
(Fig. 7a) mostly contains isolated and irregular elongated pores,
in the 1–20 m diameter range. Such pore morphology (i.e. irreg-
ular and elongated pores) can be due to a higher glass viscosity
caused by the low feldspar content, despite the high kaolinitic clay
content [6]. Fig. 7a also shows that the fracture surface follows
Fig. 6. SEM photographs of HF-etched fracture surfaces of fired samples, showing secondary mullite needles and residual quartz grains in compositions: (a) 1, (b) 7, (c) 8, and
(d) 9.
6. 320 S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322
Fig. 7. SEM photographs of fracture surfaces (in natura) of fired samples, showing the pore characteristics in compositions: (a) 1; (b) 2; (c) 4; (d) 9; (e) 3; (f) 5.
cracks around quartz grains, linking isolated pores. On the contrary,
fired compositions 2, 4 and 9 (Fig. 7b–d) are characterized by
isolated, spherical, small pores (1–15 m). In comparison, compo-
sitions 3 and 5 (Fig. 7e and f) are clearly not well sintered, as they are
characterized by a large amount of profusely interconnected pores,
irregular in shape and in the size range of 10–40 m (composition
3, Fig. 7e) and 5–20 m (composition 5, Fig. 7f).
It is generally accepted that bending strength in ceram-
ics decreases exponentially with increasing porosity, very much
dependent on the amount of liquid phase present at the firing
7. S.L. Correia et al. / Journal of Hazardous Materials 163 (2009) 315–322 321
Fig. 8. Intersection of the MoR, FBD, DBD, LFS and WA surfaces (feasible region,
shaded) showing the composition range suitable for porcelainized floor tiles
production (LFS ≤ 9.0%, MoR ≥ 40 MPa, DBD ≥ 1.80 g cm−3
, FBD ≥ 2.20 g cm−3
and
0.5% ≤ WA ≤ 3.0%).
temperature, and that, the denser the fired bodies, the higher the
bending strength [12,19,23]. The influence of the microstructure
on the bending strength (refer to Table 2 for physical–mechanical
properties) is evident in some compositions, namely 3 and 5 (Fig. 7e
and f). These samples show a very porous microstructure (high
water absorption), which is clearly detrimental for the mechanical
properties.
3.6. Applicability, subjected to restrictions in product specification
Assuming that the raw materials and processing method studied
in this work were to be used in the production of porcelainized floor
tiles, hence in the AI (extruded) or BI (pressed) groups specified by
the European standard EN 87 [24] or the Brazilian standard ABNT
13818 [25], a set of constraints can be placed on the characteristics
of the final product, namely on the values of MoR, FDB and WA:
MoR ≥ 40 MPa, FDB ≥ 2.20 g cm−3
and 0.5% ≤ WA ≤ 3.0% (1)
Fabrication imposes extra constraints, namely on the DBD and
the LFS (handling of unfired products, raw materials procurement,
die sizes):
DBD ≥ 1.80 g cm−3
and LFS ≤ 9.0% (2)
The selection of an adequate mixture composition range (fea-
sible region) to satisfy all constraints translates into finding a
graphical solution (i.e. intersection) of equations in Table 3 (or the
constant contour plots represented in Figs. 2–4) combined with the
inequalities (1) and (2).
Fig. 8 shows the composition area (feasible region, shaded) suit-
able for the production of porcelain stoneware floor tiles with
the desired properties, i.e. within which LFS ≤ 9.0%, MoR ≥ 40 MPa,
DBD ≥ 1.80 g cm−3, FBD ≥ 2.20 g cm−3 and 0.5% ≤ WA ≤ 3.0%.
For the particular raw materials and processing conditions used
in this work, the results obtained (Fig. 8) show that there is a
rather forgiving composition range of clay (43–60 wt.%), feldspar
(25–37 wt.%) and agate scrap (15–22 wt.%) contents capable of
meeting the imposed requirements. Those mixtures present close
values of linear firing shrinkage, bending strength, dried and fired
bulk density and water absorption, all within the specified proper-
ties range of values.
4. Conclusions
The results obtained in this work show that a non-beneficiated
reject material obtained from the agate extraction and beneficiation
industry (agate scrap) can be used to replace the traditional quartz
sand in the porcelainized stoneware floor tile industrial fabrication
with no major sacrifice to the properties of the final product or the
fabrication process. Such an alternative use of an otherwise useless
material can be translated into economic benefits and an important
and welcome relief on environmental and waste disposal concerns.
The design of mixture experiments and the use of response sur-
face methodologies enabled the calculation of regression models
relating the dried and fired ceramic bodies properties, after the
same processing, with the raw materials original contents. Those
models were then used to find the best combination of the par-
ticular raw materials to produce a ceramic body with specified
properties.
The use of intersecting surfaces showed that, for the particular
raw materials and fabrication process under consideration, there is
a rather forgiving composition range of kaolinitic clay (43–60 wt.%),
potash feldspar (25–37 wt.%) and agate scrap (15–22 wt.%) within
which it is possible to simultaneously specify the values of various
technological properties, not only of the fired products but also of
the intermediate materials at important stages of the processing.
Acknowledgements
The authors appreciate the financial support received from
UDESC-Joinville (project DAPE 04/2005, S. L. Correia) and the Brazil-
ian Research Agency CNPq (G. Dienstmann, grant), and are thankful
to Aduvi Pedras do Brasil (Salto do Jacuí, RS), Colorminas (Criciúma,
SC) and Minerac¸ ão Tabatinga (Tijucas do Sul, PR) for providing the
raw materials used throughout the work.
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