1) Rock waste powders from slate quarrying operations were processed via pressing and sintering to produce ceramic flooring and roofing tiles. Laboratory experiments determined that sintering at 1150-1170°C produced ceramic materials with suitable properties.
2) At an industrial scale, the powders were atomized to homogenize particle size before pressing and sintering tiles measuring 200x100x7 mm. The properties of the industrially produced tiles, such as bending strength and water absorption, met standards while being lower than the laboratory samples due to increased porosity.
3) Processing rock waste powders via pressing and sintering provides an economically viable way of utilizing waste materials to manufacture ceramic building
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.
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.
AN EXPERIMENTAL STUDY ON PROPERTIES OF TERNARY BLENDED CONCRETE USING GGBS AN...AM Publications
Ground granulated blast furnace slag (GGBS) is a by-product obtained from the blast furnaces used in the iron manufacturing industry. The disposal of the marble powder obtained from marble industry constitutes one of the environmental problems around the world. One of the possible solutions for the effective use of GGBS and marble powder is to partially replace cement in concrete. This paper presents the results of an experimental study on concrete in which the cement is partially replaced by both GGBS and marble powder. In this study, different percentages of GGBS and marble powder are used for partial replacement of cement by 30%. Tests conducted includes workability of fresh concrete (Slump test), strength of hardened concrete (Compressive strength, Split tensile strength and Flexural strength) and durability properties of concrete (Chloride resistance and Sulphate resistance).
The objective of this research is to study the possibility of using water based drilling mud waste as
raw material in the production of building brick making. The water based drilling mud wastes from a petroleum
drill hole of Phitsanulok basin, an onshore Tertiary basin located in northern Thailand, had been collected,
dried, ground, and analyzed its chemical composition by XRF and XRD analysis. Dried and ground drilling
mud waste powders were molded into a square shape steel box size 6.5x16x4 cm. to make the building brick
samples and sintered at1000oC, and were then tested according to the American Society for Testing and
Materials (ASTM) C67-11 and the Thai Industrial Standard(TIS) 77-2545 B.E. to test their water absorption
and compressive strength. The results of laboratory tests showed that the water absorption percent and the
compressive strength of building brick samples could be met the acceptable limits and was classified into grade
A brick according to the ASTM C67-11 and TIS 77-2545 B.E. standard. Therefore, the reuse of this waste
material in the building industry will contribute to the protection of the environment through great advantages
in waste minimization and beneficial income to the community through the utilization process in building
industry.
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Use of Saw Dust Ash as Partial Replacement for Cement In Concreteinventionjournals
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.
RESIDUAL COMPRESSIVE STRENGTH OF TERNARY BLENDED CONCRETE AT ELEVATED TEMPERA...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in the concrete manifests in the form of cracking and
spalling of the concrete surface.
A REPORT ON PARTIAL SUBSTITUTE OF CEMENT IN CONCRETE USING RICE HUSK ASHIAEME Publication
Objectives: This research work is to examine the partial replacement of cement in concrete mistreatment rice husk ash. It involved the study of strength properties of the concrete with totally different proportions of rice husk ash as partial replacement in cement. Methods: The major problem sweet-faced by the globe nowadays is that the environmental pollution. In the industry, mainly the production of cement can cause the emission of pollutants that includes a nice impact on atmosphere. This can be reduced by the magnified usage of business by-products within the industry. Findings: In this present study, to produce the concrete, Portland cement is partially substituted with Rice husk ash. Different ratios of partial replacement is done like 1/3, 5%, 10%, 15%, 20%, and 25% is taken to prepare completely different mixes. The concrete specimens are tested for their compressive strength, split tensile strength take a look at and flexural strength test at the age of seven and twenty eight days.
Experimental Study On Rice Husk As Fine Aggregates In Concretetheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
A Study on Groundnut Husk Ash (GHA)–Concrete under Acid AttackIJMER
This paper presents the findings of an investigation on the compressive strength of
Groundnut Husk Ash (GHA)-Concrete and its resistance to acid attack. The GHA used was obtained
by controlled burning of groundnut husk to a temperature of 600 oC and sieved through 75 µm sieve
after allowing cooingl. The compressive strength of GHA-Concrete was investigated at replacement
levels of 0, 5, 10, 20, 30 and 40 %, respectively by weight of cement. A total of ninety 150 mm cubes of
GHA-Concrete grade 20 were tested for compressive strength at 3, 7, 28, 60 and 90 days of curing and
the microstructure of GHA-Concrete samples at 0 and 10 % replacements were examined at 28 and 90
days of curing. Also, thirty six 100 mm cubes were subjected to attack from 10 % concentration of
diluted solution of sulphuric acid (H2SO4) and nitric acid (HNO3), respectively. The result of the
investigations showed that the compressive strength of concrete decreased with increase in GHA
content. However 10 % replacement with GHA was considered as optimum for structural concrete.
GHA provided a less compact microstructure of concrete at 28 and 90 days curing compared to OPC
concrete as a result of low pozzolanic activity. The use of GHA in concrete improved its resistance
against sulphuric acid, but not against nitric acid attack. The average weight loss of GHA concrete
after 28 days of subjection in sulphuric acid and nitric acid were 16.3 % and 17.3 %, respectively as
opposed to 22.4 % and 15.1 %, respectively for plain Portland cement concrete.
EFFECT ON STRENGTH AND DURABILITY PROPERTIES OF CONCRETE INCORPORATING GRANIT...IAEME Publication
An enormous amount of stone dust is produced as a sluggish waste material from the marble and granite stone industry and various operations of stones. It has become a serious problem to the society and environment. Presently, use of river sand confirming to IS 383-1970 has become difficult because of unavailability and costly due to environmental rules and regulations. To overcome this difficulty, an economical alternative can be developed by partial replacement of sand with granite quarry dust (GD) and cement with marble powder (MP) in concrete. In this paper, a study is conducted to investigate the viable use of marble granite residue (MGR) in concrete mixes. Sand is replaced with GD along with cement (OPC grade 43) is replaced with MP as 0%, 10%, 20%, 30% & 40% by weight for M25 grade of concrete. To study strength and durability properties of concrete, test on fresh and hardened concrete are conducted for all the mixes. The results show that MGR assimilation results enhancements in the compressive strengths of concrete by replacement up to 20% of GD and 10% of MP without affecting significant characteristics of the mix.
The presentation summarizes the use of geopolymers in water treatment. Geopolymers are amorphous microporous aluminosilicate materials that can be prepared from various industrial side-products in mild synthesis conditions.
Effectiveness of Use of Rice Husk Ash as Partial Replacement of Cement in Con...IJMER
India is a major rice producing country, and the husk generated during milling is mostly
used as a fuel in the boilers for processing paddy and producing energy through direct combustion.
About 21 million tones of Rice Husk Ash (RHA) is produced annually. This RHA is regarded as a waste
and has disposal problem because of the fact that it consumes a vast area for dumping. Lots of ways are
being thought of for disposing them by making commercial use of this RHA. RHA can be used as a
replacement for concrete (5 to 15%).This paper evaluates how different contents of Rice Husk Ash
added to concrete may influence its properties. In this study, cement was replaced by waste RHA as
5%,10% and 15% by weight for M-25 mix. The concrete specimens were tested for compressive
strength, durability (water absorption) and density at 28 days of age and the results obtained were
compared with those of normal concrete. The results concluded the permissibility of using waste RHA
as partial replacement of cement up to 10% by weight of cement
Effect of flyash on the properties of concrete and construction materialsIJLT EMAS
Fly ash, a waste generated by thermal power plants is
as such a big environmental concern. The investigation reported
in this paper is carried out to study the utilization of fly ash in
cement concrete as a partial replacement of cement as well as an
additive so as to provide an environmentally consistent way of its
disposal and reuse. This work is a case study on fly Ash collected
from CTPS Bokaro .This research was experimentally carried
out to investigate the effects of introducing Fly Ash(FA) as a
Partial Replacement of Portland Slag Cement (PSC) on the
physical and structural properties of Concrete.Consistency,
Compressive Strength, Split Tensile Strength and Flexural
Strength of concrete with 0% ,5% ,10% ,15% and 20% partial
replacement of PSC with FA has been conducted and result is
calculated at 7 and 28 days.
Evaluation of thermo-Mechanical Behaviour of Clay- Silica Sand Blends For Fir...IJRES Journal
In this study, the thermo-mechanical behavior of clay-silica sand blends was evaluated with a view to establishing its suitability for fire-clay bricks production.The study involved Standard bricks using proportional clay mixtures (0-100%) with 10% increment of silica sand. Results obtained indicate that addition of silica sand to Makurdi clay improved foundry properties of cold crushing strength, bulk density, shrinkage, apparent porosity, thermal shock resistance, permeability and refractoriness Based on these results it is concluded that Makurdi clay is suitable for fire clay bricks production if blend with silica sand (SiO2).
Study of the Thermal Behavior of the Plaster Reinforced Vegetable Fiberinventionjournals
This study focused on the characterization of a heat insulating material, aims to determine the thermal characteristics of the plaster reinforced with vegetable fibers. It intends to replace the fibers of sisal generally used in practice to strengthen the plaster is replaced by those of the RheckthophyllumCamerunense (RC), a fiber of humid equatorial forests, in applications such as the manufacture of the staff, separating walls of dwellings. The objective of this work is to make a comparative assessment of the thermal diffusivity using a material composed of high porous plaster, non-reinforced and strengthened with the new plant fiber. It also aims to study the influence of the architecture of the RC fibers. The testing of thermal transfer by infrared thermography without contact are conducted on the composite plates. The resolution of the heat equation by finite difference with Matlab program permit the identification of the thermal diffusivity by fitting the theoretical thermogramme representation on the measures curve. The results reveal that the vegetable fibers increase the thermal performance of the plaster; that the RC fibers favor the isolation function better than the fibers of sisal and that their random distribution in the material proved to be more favorable.
AN EXPERIMENTAL STUDY ON PROPERTIES OF TERNARY BLENDED CONCRETE USING GGBS AN...AM Publications
Ground granulated blast furnace slag (GGBS) is a by-product obtained from the blast furnaces used in the iron manufacturing industry. The disposal of the marble powder obtained from marble industry constitutes one of the environmental problems around the world. One of the possible solutions for the effective use of GGBS and marble powder is to partially replace cement in concrete. This paper presents the results of an experimental study on concrete in which the cement is partially replaced by both GGBS and marble powder. In this study, different percentages of GGBS and marble powder are used for partial replacement of cement by 30%. Tests conducted includes workability of fresh concrete (Slump test), strength of hardened concrete (Compressive strength, Split tensile strength and Flexural strength) and durability properties of concrete (Chloride resistance and Sulphate resistance).
The objective of this research is to study the possibility of using water based drilling mud waste as
raw material in the production of building brick making. The water based drilling mud wastes from a petroleum
drill hole of Phitsanulok basin, an onshore Tertiary basin located in northern Thailand, had been collected,
dried, ground, and analyzed its chemical composition by XRF and XRD analysis. Dried and ground drilling
mud waste powders were molded into a square shape steel box size 6.5x16x4 cm. to make the building brick
samples and sintered at1000oC, and were then tested according to the American Society for Testing and
Materials (ASTM) C67-11 and the Thai Industrial Standard(TIS) 77-2545 B.E. to test their water absorption
and compressive strength. The results of laboratory tests showed that the water absorption percent and the
compressive strength of building brick samples could be met the acceptable limits and was classified into grade
A brick according to the ASTM C67-11 and TIS 77-2545 B.E. standard. Therefore, the reuse of this waste
material in the building industry will contribute to the protection of the environment through great advantages
in waste minimization and beneficial income to the community through the utilization process in building
industry.
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Use of Saw Dust Ash as Partial Replacement for Cement In Concreteinventionjournals
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.
RESIDUAL COMPRESSIVE STRENGTH OF TERNARY BLENDED CONCRETE AT ELEVATED TEMPERA...Ijripublishers Ijri
The extensive use of concrete as a structural material for the high rise buildings, storage tanks, nuclear reactors and
pressure vessels increase the risk of concrete being exposed to high temperatures. This has led to a demand to improve
the understanding of the effect of temperature on concrete. The behavior of concrete exposed to high temperature is a
result of many factors including the exposed environment and constituent materials.
Concrete structures are exposed to fire when a fire accident occurs. Damage in concrete structures due to fire depends
to a great extent on the intensity and duration of fire. The distress in the concrete manifests in the form of cracking and
spalling of the concrete surface.
A REPORT ON PARTIAL SUBSTITUTE OF CEMENT IN CONCRETE USING RICE HUSK ASHIAEME Publication
Objectives: This research work is to examine the partial replacement of cement in concrete mistreatment rice husk ash. It involved the study of strength properties of the concrete with totally different proportions of rice husk ash as partial replacement in cement. Methods: The major problem sweet-faced by the globe nowadays is that the environmental pollution. In the industry, mainly the production of cement can cause the emission of pollutants that includes a nice impact on atmosphere. This can be reduced by the magnified usage of business by-products within the industry. Findings: In this present study, to produce the concrete, Portland cement is partially substituted with Rice husk ash. Different ratios of partial replacement is done like 1/3, 5%, 10%, 15%, 20%, and 25% is taken to prepare completely different mixes. The concrete specimens are tested for their compressive strength, split tensile strength take a look at and flexural strength test at the age of seven and twenty eight days.
Experimental Study On Rice Husk As Fine Aggregates In Concretetheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
A Study on Groundnut Husk Ash (GHA)–Concrete under Acid AttackIJMER
This paper presents the findings of an investigation on the compressive strength of
Groundnut Husk Ash (GHA)-Concrete and its resistance to acid attack. The GHA used was obtained
by controlled burning of groundnut husk to a temperature of 600 oC and sieved through 75 µm sieve
after allowing cooingl. The compressive strength of GHA-Concrete was investigated at replacement
levels of 0, 5, 10, 20, 30 and 40 %, respectively by weight of cement. A total of ninety 150 mm cubes of
GHA-Concrete grade 20 were tested for compressive strength at 3, 7, 28, 60 and 90 days of curing and
the microstructure of GHA-Concrete samples at 0 and 10 % replacements were examined at 28 and 90
days of curing. Also, thirty six 100 mm cubes were subjected to attack from 10 % concentration of
diluted solution of sulphuric acid (H2SO4) and nitric acid (HNO3), respectively. The result of the
investigations showed that the compressive strength of concrete decreased with increase in GHA
content. However 10 % replacement with GHA was considered as optimum for structural concrete.
GHA provided a less compact microstructure of concrete at 28 and 90 days curing compared to OPC
concrete as a result of low pozzolanic activity. The use of GHA in concrete improved its resistance
against sulphuric acid, but not against nitric acid attack. The average weight loss of GHA concrete
after 28 days of subjection in sulphuric acid and nitric acid were 16.3 % and 17.3 %, respectively as
opposed to 22.4 % and 15.1 %, respectively for plain Portland cement concrete.
EFFECT ON STRENGTH AND DURABILITY PROPERTIES OF CONCRETE INCORPORATING GRANIT...IAEME Publication
An enormous amount of stone dust is produced as a sluggish waste material from the marble and granite stone industry and various operations of stones. It has become a serious problem to the society and environment. Presently, use of river sand confirming to IS 383-1970 has become difficult because of unavailability and costly due to environmental rules and regulations. To overcome this difficulty, an economical alternative can be developed by partial replacement of sand with granite quarry dust (GD) and cement with marble powder (MP) in concrete. In this paper, a study is conducted to investigate the viable use of marble granite residue (MGR) in concrete mixes. Sand is replaced with GD along with cement (OPC grade 43) is replaced with MP as 0%, 10%, 20%, 30% & 40% by weight for M25 grade of concrete. To study strength and durability properties of concrete, test on fresh and hardened concrete are conducted for all the mixes. The results show that MGR assimilation results enhancements in the compressive strengths of concrete by replacement up to 20% of GD and 10% of MP without affecting significant characteristics of the mix.
The presentation summarizes the use of geopolymers in water treatment. Geopolymers are amorphous microporous aluminosilicate materials that can be prepared from various industrial side-products in mild synthesis conditions.
Effectiveness of Use of Rice Husk Ash as Partial Replacement of Cement in Con...IJMER
India is a major rice producing country, and the husk generated during milling is mostly
used as a fuel in the boilers for processing paddy and producing energy through direct combustion.
About 21 million tones of Rice Husk Ash (RHA) is produced annually. This RHA is regarded as a waste
and has disposal problem because of the fact that it consumes a vast area for dumping. Lots of ways are
being thought of for disposing them by making commercial use of this RHA. RHA can be used as a
replacement for concrete (5 to 15%).This paper evaluates how different contents of Rice Husk Ash
added to concrete may influence its properties. In this study, cement was replaced by waste RHA as
5%,10% and 15% by weight for M-25 mix. The concrete specimens were tested for compressive
strength, durability (water absorption) and density at 28 days of age and the results obtained were
compared with those of normal concrete. The results concluded the permissibility of using waste RHA
as partial replacement of cement up to 10% by weight of cement
Effect of flyash on the properties of concrete and construction materialsIJLT EMAS
Fly ash, a waste generated by thermal power plants is
as such a big environmental concern. The investigation reported
in this paper is carried out to study the utilization of fly ash in
cement concrete as a partial replacement of cement as well as an
additive so as to provide an environmentally consistent way of its
disposal and reuse. This work is a case study on fly Ash collected
from CTPS Bokaro .This research was experimentally carried
out to investigate the effects of introducing Fly Ash(FA) as a
Partial Replacement of Portland Slag Cement (PSC) on the
physical and structural properties of Concrete.Consistency,
Compressive Strength, Split Tensile Strength and Flexural
Strength of concrete with 0% ,5% ,10% ,15% and 20% partial
replacement of PSC with FA has been conducted and result is
calculated at 7 and 28 days.
Evaluation of thermo-Mechanical Behaviour of Clay- Silica Sand Blends For Fir...IJRES Journal
In this study, the thermo-mechanical behavior of clay-silica sand blends was evaluated with a view to establishing its suitability for fire-clay bricks production.The study involved Standard bricks using proportional clay mixtures (0-100%) with 10% increment of silica sand. Results obtained indicate that addition of silica sand to Makurdi clay improved foundry properties of cold crushing strength, bulk density, shrinkage, apparent porosity, thermal shock resistance, permeability and refractoriness Based on these results it is concluded that Makurdi clay is suitable for fire clay bricks production if blend with silica sand (SiO2).
Study of the Thermal Behavior of the Plaster Reinforced Vegetable Fiberinventionjournals
This study focused on the characterization of a heat insulating material, aims to determine the thermal characteristics of the plaster reinforced with vegetable fibers. It intends to replace the fibers of sisal generally used in practice to strengthen the plaster is replaced by those of the RheckthophyllumCamerunense (RC), a fiber of humid equatorial forests, in applications such as the manufacture of the staff, separating walls of dwellings. The objective of this work is to make a comparative assessment of the thermal diffusivity using a material composed of high porous plaster, non-reinforced and strengthened with the new plant fiber. It also aims to study the influence of the architecture of the RC fibers. The testing of thermal transfer by infrared thermography without contact are conducted on the composite plates. The resolution of the heat equation by finite difference with Matlab program permit the identification of the thermal diffusivity by fitting the theoretical thermogramme representation on the measures curve. The results reveal that the vegetable fibers increase the thermal performance of the plaster; that the RC fibers favor the isolation function better than the fibers of sisal and that their random distribution in the material proved to be more favorable.
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
A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
Developments of nano clay particle reinforced plastics are of growing interest towards the
emergence of new materials which enhance optimal utilization of natural resources and particularly of
renewable resources. The effects of nano clay as filler in Basalt–epoxy composite systems on the
tribological properties have been discussed in this article. Basalt fiber reinforced epoxy (BE) composite
finds widespread application in erosive environment due to its several advantages like high wear
resistance, high strength-to-weight ratio and low cost. Experiments were carried out to study the effects
of impingement angle, particle velocity and filler material on the solid particle erosive wear behavior of
BE composite. The erosive wear is evaluated at different impingement angles from 30° to 90° at three
different velocities of 23, 42, & 60 m/s. The erodent used is silica sand with the size range (150 – 280 µm)
of irregular shape. The result shows semi-ductile behavior with maximum erosion rate at 60°
impingement angle. It is observed that wear rate increases with increasing particle velocity and
decreases with increases of filler percentage. The morphology of the eroded surfaces was examined by
using Scanning electron microscopy (SEM).
My Master thesis its about how to make a filter for industrial application ( water , waste water, metals and exhaust) by polymeric sponge method A.K.A replica method ., any question u can comment below.
Effect of deep chemical mixing columns on properties of surrounding soft clay...AltinKaradagli
This study examines an alkaline material for improving soft clay soil. A series of tests, including unconfined compression strength, pH, undrained shear strength, electrical conductivity, and microstructural analysis, were conducted.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
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Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
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Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
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2. 844 L. Catarino et al. / Journal of Materials Processing Technology 143–144 (2003) 843–845
The characteristics determined were: bulk density, by the
Archimedes method; true density, which was measured in
a helium picnometer (Micromeritics Accupyc 1330); wa-
ter absorption, by the standard ISO 10545-3:1995(E); bend
strength by ISO 10545-4:1994(E), using 12 specimens with
the dimensions 170 mm × 5 mm × 1 mm.
3. Results and discussion
3.1. Raw material
The chemical composition of the slate powder consists
mainly of SiO2 (50–60%) and Al2O3 (20–25%) [1]. The
XRD tests of the powder have shown peaks corresponding
to the following constituents: quartz, hematite, chlorite and
muscovite [2].
The slate powder was subsequently sieved and the
<250 m fraction separated and used for all the tests re-
ferred to in this work. The median particle size determined
for that fraction was close to 10 m (Table 1 and Fig. 1).
The compressibility of the slate powder was evaluated by
uniaxially pressing cylindrical specimens at different pres-
sures and determining their geometric density. It was found
that, at 40 MPa, the powder compact had already enough
strength for handling, and thus this was the pressure used
in all further tests.
3.2. Laboratory tests
The sintering tests (Fig. 2) were carried out using the
following cycle, based on previous experience [1]: heating
Table 1
Parameters of particle size distribution
d10 (m) 1.86
d50 (m) 10.46
d90 (m) 54.71
Fig. 1. Differential distribution of slate particles.
Fig. 2. Sinterability of the slate powder.
rate, 5 ◦C min−1; time at temperature, 30 min; cooling rate,
furnace cool.
As observed in Fig. 2, a gradual increase of the apparent
density of the sintered specimens is observed to a maximum
of 1150 ◦C. At this temperature, the values of true and ap-
parent density are nearly the same.
Sintering tests carried out at the higher heating rate of
20 ◦C min−1 did not show significant changes in properties
of the specimens. This higher heating rate, less time con-
suming, was therefore used in all further sintering tests car-
ried out in the laboratory.
During sintering, several phase transformations occur in
the minerals present in slate powders and the ultimate phases
obtained are mainly mullite and a glassy phase.
The selection of sintering temperatures near to 1150 ◦C
was a compromise between the composition phases and all
the properties analysed in different samples.
The results shown in Table 2 indicate that the slate pow-
ders, sintered at 1150 and 1170 ◦C, yield a strong and reli-
able material.
A typical microstructure of sintered slate powder is shown
in Fig. 3. Observations were complemented by SEM with
EDS. The grey background is mainly glassy phase, the white
areas were identified as mullite and the dark zones are phases
with iron and aluminium. It should be noted that mullite
is a phase also obtained by heat treatment of kaolinite [3],
which is a main constituent of clays. However, the presence
of glassy phase in products resulting from slate wastes in-
duce higher performances than those obtained from the clays
currently used for flooring tiles.
Table 2
Properties of sintered samples
Sintering temperature (◦C)
1150 1170
Sintering time (min) 30 30
True density (g cm−3) 2.6 2.6
Shrinkage (%) 8.1 10.2
Bend strength (MPa) 75 92
Weibull modulus 14 25
3. L. Catarino et al. / Journal of Materials Processing Technology 143–144 (2003) 843–845 845
Fig. 3. Typical microstructure of the sintered slate powder: the grey
background is mainly glassy phase, with white areas of mullite and dark
zones with iron and aluminium.
XRD determinations by a quantitative method [4] gave
indications on the amounts of glassy phase (56%) and mul-
lite (20%).
3.3. Industrial tests
In the transference of know-how from the laboratory to
the industry, there are several problems to solve. In the case
of the forming by pressing, the most important of them were
water content and pressure of compaction.
The addition of water to powders is a practice in the ce-
ramic industry. In fact this is a traditional solution to in-
crease the plasticity and the green strength of the clay-based
product.
The particle size of the powders of slate wastes used
(∼10 m) is very low and during the pressing operation a
dust atmosphere is formed in the plant. The dimensions of
the particles should therefore be increased and thus atomisa-
tion must be used for industrial processing. After a previous
study concerning selection of the best defloculant, the pow-
der was spray dried. The atomised particles had a median
particle size close to 300 m (Table 3 and Fig. 4).
In order to compare the larger samples (200 mm ×
100 mm × 7 mm) obtained in the plant, using production
kiln, with those obtained in the laboratory (100 mm ×
50 mm × 5 mm), some mechanical properties were tested.
The properties evaluated were bending strength, water
absorption, density and shrinkage (Table 4).
The mean value obtained for bending strength was
52 MPa. This value is lower than the obtained in laboratory
samples (75 MPa) but higher than the minimum requested.
In case of water absorption, density and shrinkage, the
mean values were similar to those obtained in laboratory
Table 3
Parameters of particle size distribution of slate powder after spray drying
d10 (m) 220.0
d50 (m) 322.5
d90 (m) 414.5
Fig. 4. Differential distribution of atomised particles.
Table 4
Properties after laboratory and industrial processing
Properties Required Laboratory tests Industrial tests
Density (g cm−3) – 2.6 2.5
Shrinkage (%) ∼8.5 8.1 9.6
Water absorption (%) <0.5 0.02 0.05
Bend strength (MPa) >27 75 52
Weibull modulus – 14 5
samples. The industrial samples have, however, more poros-
ity than the laboratory ones, which is revealed by the lower
density and higher water absorption and also explains the
lower value of the Weibull modulus.
4. Conclusions
Manufacturing ceramic tiles from slate wastes give rise
to products with better properties than those obtained in
ceramic tiles manufactured from clay. By using this raw
material, it is possible to solve two problems: the elimina-
tion of large quantities of wastes and the improvement of
the mechanical performance of the ordinary tiles used in
building construction.
Acknowledgements
This investigation was financed by the CRAFT contract
BRST-CT97-5125, “Recovery of Slate wastes”.
References
[1] M.T. Vieira, L. Catarino, M. Oliveira, J.M. Torralba, L.E.G. Cam-
bronero, F.L. González-Mesones, A. Victoria, J. Mater. Process. Tech-
nol. 92–93 (1999) 97.
[2] M.T. Vieira, L. Catarino, J.P. Dias, M. Oliveira, J. Sousa, J.M. Torralba,
M.C. Gomez, L. Cambronero, F. Gonzalez-Mesones, M. Rodrigues,
Proceedings of the UROTHEN 2000 Workshop, vol. 1, 2000, p. 375.
[3] A. Gualtieri, M. Bellotto, G. Artioli, S.M. Clark, Phys. Chem. Miner.
22 (4) (1995) 215.
[4] J.F. Bartolomé, Bol. Soc. Esp. Ceram. Vı́drio 35 (4) (1986) 271.