This document summarizes an experimental study on compressed stabilized earth blocks. The study aimed to introduce a new sustainable and economical building material made from locally available soil. Laboratory tests were conducted to determine the optimum content of stabilizers like cement, lime and fly ash to maximize the compressive strength of compressed stabilized earth blocks. The blocks were also reinforced with polypropylene fiber in various percentages to improve crack resistance. The study found that compressed stabilized earth blocks offered advantages over conventional clay bricks like utilizing local materials, reducing costs, providing insulation and strength, and creating less environmental pollution.
Experimental Study on Performance of Concrete M30 with Partial Replacement of...IJERA Editor
In this research work experiments have been conducted with collection of materials required and the data required for mix design are obtained by sieve analysis and specific gravity test. Sieve analysis is carried out from various fine aggregates (FA) and coarse aggregates (CA) samples and the sample which suits the requirement is selected. Specific gravity tests are carried out for fine and coarse aggregate. The various materials used were tested as per Indian standard specifications. On the basis of the experimental studies carried out on M30 grade concrete as partial replacement of coarse aggregates with sea shells and coconut shells, the following conclusions are drawn from the above experiment we conclude that comparing to traditional concrete, compressive strength of 10% (5% + 5%) of coconut shells (5%) and sea shells (5%) increased. whereas the compressive strength of the concrete cubes has gradually decreased from addition of 10% (5% + 5%) of coconut shells and sea shells. Hence for economical view 10% is preferable and in the perspective of compressive strength 10% is suggested. Thus, 10% replacement coconut shells and sea shells are recommended for both heavy weight and light weight concrete production.
Experimental Analysis of the Use of Coconut Shell as Coarse AggregateIOSR Journals
The high cost of conventional building materials is a major factor affecting housing delivery in the
world. This has necessitated research into alternative materials of construction. In this study, coconut shell is
used as light weight aggregate in concrete. The properties of coconut shell and coconut shell aggregate
concrete is examined and the use of coconut shell aggregate in construction is tested. The project paper aims at
analyzing flexural and compressive strength characteristics of with partial replacement using M30 grade
concrete. The project also aims to show that Coconut shell aggregate is a potential construction material and
simultaneously reduces the environment problem of solid..Beams are casted, tested and their physical and
mechanical properties are determined. The main objective is to encourage the use of these „seemingly‟ waste
products as construction materials in low-cost housing.
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...IJERA Editor
For each ton of Cement produced, one ton of CO2, a greenhouse gas, is released into the atmosphere. Worldwide, the Cement industry produced about 1.4 billion tons in 1995, which caused the emission of as much CO2 gas as 300 million automobiles. Our industry has a responsibility and societal duty to make a contribution towards taking the steps necessary to achieve sustainable development. A scientific approach towards conserving natural resources involves increasing durability of structures, because more durable structures need to be replaced less frequently. Such increased durability can be achieved by choosing appropriate mix designs and selecting suitable Aggregates and admixtures. Development of Engineered Cementitious Composite (ECC) materials using High volume of Fly Ash and Polyvinyl Alcohol (PVA) fibers will produce the most promising construction materials with High durability. This Paper focuses on Development and study of Engineered Cementitious Composites using High Volume Fly Ash and Polyvinyl Alcohol Fiber, the use of which will increase the durability and hence lead to the Sustainable Development in Construction Industry
Experimental Study on Performance of Concrete M30 with Partial Replacement of...IJERA Editor
In this research work experiments have been conducted with collection of materials required and the data required for mix design are obtained by sieve analysis and specific gravity test. Sieve analysis is carried out from various fine aggregates (FA) and coarse aggregates (CA) samples and the sample which suits the requirement is selected. Specific gravity tests are carried out for fine and coarse aggregate. The various materials used were tested as per Indian standard specifications. On the basis of the experimental studies carried out on M30 grade concrete as partial replacement of coarse aggregates with sea shells and coconut shells, the following conclusions are drawn from the above experiment we conclude that comparing to traditional concrete, compressive strength of 10% (5% + 5%) of coconut shells (5%) and sea shells (5%) increased. whereas the compressive strength of the concrete cubes has gradually decreased from addition of 10% (5% + 5%) of coconut shells and sea shells. Hence for economical view 10% is preferable and in the perspective of compressive strength 10% is suggested. Thus, 10% replacement coconut shells and sea shells are recommended for both heavy weight and light weight concrete production.
Experimental Analysis of the Use of Coconut Shell as Coarse AggregateIOSR Journals
The high cost of conventional building materials is a major factor affecting housing delivery in the
world. This has necessitated research into alternative materials of construction. In this study, coconut shell is
used as light weight aggregate in concrete. The properties of coconut shell and coconut shell aggregate
concrete is examined and the use of coconut shell aggregate in construction is tested. The project paper aims at
analyzing flexural and compressive strength characteristics of with partial replacement using M30 grade
concrete. The project also aims to show that Coconut shell aggregate is a potential construction material and
simultaneously reduces the environment problem of solid..Beams are casted, tested and their physical and
mechanical properties are determined. The main objective is to encourage the use of these „seemingly‟ waste
products as construction materials in low-cost housing.
Engineered Cementitious Composites Using High Volume Fly Ash and PVA Fibers f...IJERA Editor
For each ton of Cement produced, one ton of CO2, a greenhouse gas, is released into the atmosphere. Worldwide, the Cement industry produced about 1.4 billion tons in 1995, which caused the emission of as much CO2 gas as 300 million automobiles. Our industry has a responsibility and societal duty to make a contribution towards taking the steps necessary to achieve sustainable development. A scientific approach towards conserving natural resources involves increasing durability of structures, because more durable structures need to be replaced less frequently. Such increased durability can be achieved by choosing appropriate mix designs and selecting suitable Aggregates and admixtures. Development of Engineered Cementitious Composite (ECC) materials using High volume of Fly Ash and Polyvinyl Alcohol (PVA) fibers will produce the most promising construction materials with High durability. This Paper focuses on Development and study of Engineered Cementitious Composites using High Volume Fly Ash and Polyvinyl Alcohol Fiber, the use of which will increase the durability and hence lead to the Sustainable Development in Construction Industry
Use of Over-Burnt Bricks as Coarse aggregate in ConcreteEditorIJAERD
In modern construction industry number of materials are used and one of the materials is Brick. Regular
bricks are generally used in buildings or in some other engineering applications. In manufacturing of these bricks, a lot
of waste is produced in the form of over- burnt-bricks. The bricks being near to the fire in the furnace receives a
temperature more heat and eventually shrink and loose its shape, its color becomes reddish. These bricks can’t be used
in construction, directly because of their distorted shape dark color. hose over-burnt brick could be a source of recycled
coarse aggregate. The primary goal of this paper is to assess the suitability of incorporating over-burnt bricks in
concrete, by the partial replacement of natural coarse aggregate (NCA) with overburnt brick aggregate (OBBA) in a
ratio of 20%, 50%, and 100%. Initially, mix proportion of 1:2:4 and w/c of 0.57 was selected. By replacing NCA with
OBBA while using mix proportion of 1:2:4 and w/c of 0.57, the resulting concrete was found non-mixable and nonworkable. Thus, mix was designed (for targeted strength of 4ksi) for all replacement percentages. Slump test was
conducted for each replacement and the results show that by increasing replacement percentage the workability of
concrete decreases. the slump values are in between the range of 3–1.5 inches. For compressive strength the cylindrical
specimens of 6" x 12" were tested at 3, 7, and 28 days. For 20% replacement, the loss in compressive strength is 42.16%
for 3 days and for 7 and 28 days the loss is 46.96% and 61.37% respectively. For 50 % replacement, the loss in strength
for 3, 7 and 28 days is 29.73%, 30.87% and 58.29% respectively. For 100% replacement, the loss in strength for 3, 7 and
28 days is 48.65%, 55.65% and 69.19%.
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.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Comparative Analysis of Coconut shell Concrete to Traditional ConcreteCompara...IJRTEMJOURNAL
It is found that so many wastes which can be used in traditional concrete like e-wastes, rubber
tyre waste, glass waste etc. The coconut shell is also a main waste which can be used in traditional concrete.
Generally, coconut shells are used in traditional concrete in the form of viz., coconut shell aggregate and
coconut shell fiber. This paper describes coconut shells are used as replacement of coarse aggregates. The
compressive and flexural strength test where taken on 10%, 20% and 30% replacement of coarse aggregate to
coconut shells. It is observed that the compressive strength of concrete is reduced in some extent and the
flexural strength also reduced as replacement of coconut shell is increased, but the 10% replacement is possible
to use in construction work and 20% and 30% replacement are possible to use for less important construction
work under some conditions.
It is found that, workability of concrete is increased than traditional concrete as percentage replacement is
increased. Total cost of concrete is get reduced by replacement of coarse aggregate to coconut shells. The
volume of concrete is also increased as replacement is increased, hence, the total quantity of concrete required
is getting reduced and the cost is again getting reduced. This paper supports the “SWACHHA BHARAT
ABHIYAN” carried by our Hon. Prime Minister Narendra Modi.
Finally, this paper concluded that, the Coconut Shell is possible to use for construction work as coarse
aggregate under some conditions economically. It is majorly used for construction of small huts, watchman
cabin, farm house in forest areas and small houses etc.
Partial replacement of coarse aggregates by expanded polystyrene beads in con...eSAT Journals
Abstract With the increase in demand for construction materials, there is a strong need to utilize alternative materials for sustainable development. The main objective of this investigation is to study the properties, such as compressive strength and tensile strengths of lightweight concrete containing Expanded Polystyrene (EPS) beads. Its properties are compared with those of the normal concrete i.e., without EPS beads. EPS beads are used as partial replacement to coarse aggregates. The results showed that the amount of polystyrene beads incorporated in concrete influences the properties of hardened concrete. At 28 days, it was found that compressive strength of 5%, 10%, 15%, 20%, 25% and 30% EPS incorporated concrete strengths were 91%, 77 %, 71%, 63%, 57%, and 45%, respectively when compared to concrete with no EPS case. Key Words: Expanded polystyrene beads (EPS); Workability; Compressive strength; Splitting tensile strength;
Contributions of the Weakness of Local Aggregates to the Failure of Buildings...IJERD Editor
There appears to be an increase in the frequency of building collapse in Nigeria, especially in
Anambra state where the Governor recently opened what is widely believed to be the first building and
construction materials quality control laboratory in Nigeria. This was to ensure that substandard materials are
not used in construction. This paper investigated the contributions of the weakness of substandard local broken
stone aggregates (commonly used in the study area as a substitute for granite chippings) to the incessant collapse
of buildings. Using a
1
1:1 : 3
2
concrete mix ratio, concrete cubes containing various percentage replacements of
granite chippings with broken stone aggregates were cast and tested. It was found that the use of washed broken
stone aggregates in place of granite chippings lowered the strength of the concrete member by 12.50%, while
unwashed local broken stone aggregates contributed to the weakness of the concrete member by as much as
28% of the design strength. It was therefore concluded that if washed broken stone aggregates are to be used in
buildings as replacement for crushed granite chippings, richer mix proportions would be required to attain the
same concrete strength as that of granite chipping concrete. The study also revealed that impurities in the
particular local broken stone aggregates accounted for about 16% of the weakness of the concrete member
where they are used.
Effective utilisation of waste materials on concreteeSAT Journals
Abstract In the world, concrete is material which is produced more than any other man made material. Due to the increasing of population
in the world, a waste material also increases. In those waste materials many are non- degradable materials, they make hazards to
the environment.So, that usage of non degradable waste [1] in concrete will be safe for disposal. This project will give the ideas,
experimental analysis of the recycled aggregates (Coarse Aggregates) and waste glass materials (Fine aggregates) on the
concrete mix. Desired properties of concrete such as strength,, workability,durability can also achieved by adding above
materials in the concrete.
Keywords: Recycled Aggregate, Powder of Waste Glass, Coarse Aggregate-Partial Replacement, Fine Aggregate,
Compression Test, Flexural Strength, Split Tensile Test
Behavior of Concrete Using Copper Slag As A Strength Parameter in Low Cost Co...ijtsrd
The value of concrete in present society cannot be underestimated. We can see concrete structures everywhere, such as buildings, roads, bridges, and dams. There is no escaping the impact concrete makes on your everyday life. Concrete is a composite material which is made up of filler and a binder. Typical concrete is a mixture of fine aggregate sand , coarse aggregate rock , cement, and water. Cement and lime are usually used as binding materials, while the sand binder is mixed as fine aggregates and crushed stones, gravel, broken bricks clinker is employed as coarse aggregates. The concrete having cement, sand and coarse aggregates mix up in an appropriate percentage in addition to water is called cement concrete. In this kind of concrete, cement is used as a binding substance, sand as fine aggregates and gravel, crushed stones as coarse aggregates.An investigation relating to the use of byproducts to enhance the functions of concrete has been about for many years. In the recent years, the researchers have been made to use industry by products such as fly ash, silica fume, ground granulated blast furnace slag, glass cullet, etc., in concrete production and civil applications. The potential uses of industrial byproducts in concrete or as a partial aggregate substitution or as a partial cement substitution depending on their chemical composition and grain size, The utilization of these materials in concrete comes from the environmental constraints in the safe disposal of these products. Big interest is being focused on the environment and safeguarding of natural resources and recycling of waste materials. Various industries are producing a significant number of products which incorporate residues such as reclaimed aggregates, reclaimed asphalt pavement, foundry sand, copper slag, fly ash, glass cullet, polyethylene terephthalate, high density polyethylene HDPE , unplasticized polyvinyl chloride UPVC , plasticized polyvinyl chloride PPVC , low density polyethylene LDPE , polypropylene PP , polystyrene PS , expanded polystyrene UPS . Priyatam Kumar | H. L. Yadav "Behavior of Concrete Using Copper Slag As A Strength Parameter in Low Cost Construction Work" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26689.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26689/behavior-of-concrete-using-copper-slag-as-a-strength-parameter-in-low-cost-construction-work/priyatam-kumar
Use of Over-Burnt Bricks as Coarse aggregate in ConcreteEditorIJAERD
In modern construction industry number of materials are used and one of the materials is Brick. Regular
bricks are generally used in buildings or in some other engineering applications. In manufacturing of these bricks, a lot
of waste is produced in the form of over- burnt-bricks. The bricks being near to the fire in the furnace receives a
temperature more heat and eventually shrink and loose its shape, its color becomes reddish. These bricks can’t be used
in construction, directly because of their distorted shape dark color. hose over-burnt brick could be a source of recycled
coarse aggregate. The primary goal of this paper is to assess the suitability of incorporating over-burnt bricks in
concrete, by the partial replacement of natural coarse aggregate (NCA) with overburnt brick aggregate (OBBA) in a
ratio of 20%, 50%, and 100%. Initially, mix proportion of 1:2:4 and w/c of 0.57 was selected. By replacing NCA with
OBBA while using mix proportion of 1:2:4 and w/c of 0.57, the resulting concrete was found non-mixable and nonworkable. Thus, mix was designed (for targeted strength of 4ksi) for all replacement percentages. Slump test was
conducted for each replacement and the results show that by increasing replacement percentage the workability of
concrete decreases. the slump values are in between the range of 3–1.5 inches. For compressive strength the cylindrical
specimens of 6" x 12" were tested at 3, 7, and 28 days. For 20% replacement, the loss in compressive strength is 42.16%
for 3 days and for 7 and 28 days the loss is 46.96% and 61.37% respectively. For 50 % replacement, the loss in strength
for 3, 7 and 28 days is 29.73%, 30.87% and 58.29% respectively. For 100% replacement, the loss in strength for 3, 7 and
28 days is 48.65%, 55.65% and 69.19%.
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.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Comparative Analysis of Coconut shell Concrete to Traditional ConcreteCompara...IJRTEMJOURNAL
It is found that so many wastes which can be used in traditional concrete like e-wastes, rubber
tyre waste, glass waste etc. The coconut shell is also a main waste which can be used in traditional concrete.
Generally, coconut shells are used in traditional concrete in the form of viz., coconut shell aggregate and
coconut shell fiber. This paper describes coconut shells are used as replacement of coarse aggregates. The
compressive and flexural strength test where taken on 10%, 20% and 30% replacement of coarse aggregate to
coconut shells. It is observed that the compressive strength of concrete is reduced in some extent and the
flexural strength also reduced as replacement of coconut shell is increased, but the 10% replacement is possible
to use in construction work and 20% and 30% replacement are possible to use for less important construction
work under some conditions.
It is found that, workability of concrete is increased than traditional concrete as percentage replacement is
increased. Total cost of concrete is get reduced by replacement of coarse aggregate to coconut shells. The
volume of concrete is also increased as replacement is increased, hence, the total quantity of concrete required
is getting reduced and the cost is again getting reduced. This paper supports the “SWACHHA BHARAT
ABHIYAN” carried by our Hon. Prime Minister Narendra Modi.
Finally, this paper concluded that, the Coconut Shell is possible to use for construction work as coarse
aggregate under some conditions economically. It is majorly used for construction of small huts, watchman
cabin, farm house in forest areas and small houses etc.
Partial replacement of coarse aggregates by expanded polystyrene beads in con...eSAT Journals
Abstract With the increase in demand for construction materials, there is a strong need to utilize alternative materials for sustainable development. The main objective of this investigation is to study the properties, such as compressive strength and tensile strengths of lightweight concrete containing Expanded Polystyrene (EPS) beads. Its properties are compared with those of the normal concrete i.e., without EPS beads. EPS beads are used as partial replacement to coarse aggregates. The results showed that the amount of polystyrene beads incorporated in concrete influences the properties of hardened concrete. At 28 days, it was found that compressive strength of 5%, 10%, 15%, 20%, 25% and 30% EPS incorporated concrete strengths were 91%, 77 %, 71%, 63%, 57%, and 45%, respectively when compared to concrete with no EPS case. Key Words: Expanded polystyrene beads (EPS); Workability; Compressive strength; Splitting tensile strength;
Contributions of the Weakness of Local Aggregates to the Failure of Buildings...IJERD Editor
There appears to be an increase in the frequency of building collapse in Nigeria, especially in
Anambra state where the Governor recently opened what is widely believed to be the first building and
construction materials quality control laboratory in Nigeria. This was to ensure that substandard materials are
not used in construction. This paper investigated the contributions of the weakness of substandard local broken
stone aggregates (commonly used in the study area as a substitute for granite chippings) to the incessant collapse
of buildings. Using a
1
1:1 : 3
2
concrete mix ratio, concrete cubes containing various percentage replacements of
granite chippings with broken stone aggregates were cast and tested. It was found that the use of washed broken
stone aggregates in place of granite chippings lowered the strength of the concrete member by 12.50%, while
unwashed local broken stone aggregates contributed to the weakness of the concrete member by as much as
28% of the design strength. It was therefore concluded that if washed broken stone aggregates are to be used in
buildings as replacement for crushed granite chippings, richer mix proportions would be required to attain the
same concrete strength as that of granite chipping concrete. The study also revealed that impurities in the
particular local broken stone aggregates accounted for about 16% of the weakness of the concrete member
where they are used.
Effective utilisation of waste materials on concreteeSAT Journals
Abstract In the world, concrete is material which is produced more than any other man made material. Due to the increasing of population
in the world, a waste material also increases. In those waste materials many are non- degradable materials, they make hazards to
the environment.So, that usage of non degradable waste [1] in concrete will be safe for disposal. This project will give the ideas,
experimental analysis of the recycled aggregates (Coarse Aggregates) and waste glass materials (Fine aggregates) on the
concrete mix. Desired properties of concrete such as strength,, workability,durability can also achieved by adding above
materials in the concrete.
Keywords: Recycled Aggregate, Powder of Waste Glass, Coarse Aggregate-Partial Replacement, Fine Aggregate,
Compression Test, Flexural Strength, Split Tensile Test
Behavior of Concrete Using Copper Slag As A Strength Parameter in Low Cost Co...ijtsrd
The value of concrete in present society cannot be underestimated. We can see concrete structures everywhere, such as buildings, roads, bridges, and dams. There is no escaping the impact concrete makes on your everyday life. Concrete is a composite material which is made up of filler and a binder. Typical concrete is a mixture of fine aggregate sand , coarse aggregate rock , cement, and water. Cement and lime are usually used as binding materials, while the sand binder is mixed as fine aggregates and crushed stones, gravel, broken bricks clinker is employed as coarse aggregates. The concrete having cement, sand and coarse aggregates mix up in an appropriate percentage in addition to water is called cement concrete. In this kind of concrete, cement is used as a binding substance, sand as fine aggregates and gravel, crushed stones as coarse aggregates.An investigation relating to the use of byproducts to enhance the functions of concrete has been about for many years. In the recent years, the researchers have been made to use industry by products such as fly ash, silica fume, ground granulated blast furnace slag, glass cullet, etc., in concrete production and civil applications. The potential uses of industrial byproducts in concrete or as a partial aggregate substitution or as a partial cement substitution depending on their chemical composition and grain size, The utilization of these materials in concrete comes from the environmental constraints in the safe disposal of these products. Big interest is being focused on the environment and safeguarding of natural resources and recycling of waste materials. Various industries are producing a significant number of products which incorporate residues such as reclaimed aggregates, reclaimed asphalt pavement, foundry sand, copper slag, fly ash, glass cullet, polyethylene terephthalate, high density polyethylene HDPE , unplasticized polyvinyl chloride UPVC , plasticized polyvinyl chloride PPVC , low density polyethylene LDPE , polypropylene PP , polystyrene PS , expanded polystyrene UPS . Priyatam Kumar | H. L. Yadav "Behavior of Concrete Using Copper Slag As A Strength Parameter in Low Cost Construction Work" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26689.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/26689/behavior-of-concrete-using-copper-slag-as-a-strength-parameter-in-low-cost-construction-work/priyatam-kumar
Sustainable Construction With Foam Concrete As A Green Green Building MaterialEditor IJMTER
A green building is an environmentally sustainable building, designed, constructed and
operated to minimise the total environmental impacts. Carbon dioxide (CO2) is the primary
greenhouse gas emitted through human activities. It is claimed that 5% of the world’s carbon dioxide
emission is attributed to cement industry, which is the vital constituent of concrete. Due to the
significant contribution to the environmental pollution, there is a need for finding an optimal solution
along with satisfying the civil construction needs. Apart from normal concrete bricks, a clay brick,
Foam concrete is a new innovative technology for sustainable building and civil construction which
fulfills the criteria of being a Green Material. This paper concludes that Foam Concrete can be an
effective sustainable material for construction and also focuses on the cost effectiveness in using
Foam Concrete as a building material in replacement with Clay Brick or other bricks.
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.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
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
#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.