Influence of Nano science in the Civil Engineering
industry outbreaks significant solutions for numerous
unidentified blending of materials evolve from a Nano product,
which can create gigantic changes in the world of Concrete
both technically and economically. The Significance of
Nanosilica as an additive in my experimental research
congeals the behaviour of Concrete considerably. Essential
manipulations are carried out here by using a distinctive
methodology and by conducting various tests to innovate a
better performance concrete thereby found the enhancement
of its property. Nano silica as an additive in added mainly to
fill up the deviation arises with the addition of flyash, which
consequently deviates the strength after its initial setting
period. “Ref. [3]” This presence of Nanosilica constructs the
silica (S) in the sand, which ultimately reacts with calcium
hydrate (CH) in the cement at Nano scale to form C-S-H
bond as its improve the strengthening factor of concrete, which
are in turn helpful in the achieving high compressive strength
even in early days. Here the addition of Nanosilica are done
partially with an previously fly ash replaced concrete in a
gradual basis, as the comparative results of a Fly ash concrete
and Fly ash with Nanosilica added concrete are tested
experimentally. The flexural behaviour of the Nano concrete
found to be imperative part as analyzed from the Beam Column
joint test setup. It has been clearly concluded in the results
identified along with the ductility behaviour and the Load vs.
Deflection analysis done for the specimen casted. The standard
types of toughness test are carried out, which generated data
under specific loading conditions with respect to their
component design approaches. Also an overview on the
experimental tests conducted in relation with the strength
and durability of concrete were presented under the influence
of Nanosilica in concrete.
EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF NANO CONCRETEIAEME Publication
The influence of Nano-Silica on various properties of concrete is obtained by replacing the cement with various percentages of Nano-Silica. Nano-Silica is used as a partial replacement for cement in the range of 2.5%, 3%, and 3.5% for M25 mix. Specimens are casted using Nano-Silica concrete. Laboratory tests were conducted to determine the compressive strength, split tensile and flexural strength of Nano-Silica concrete at the age of 7 and 28 days. Results indicate that the concrete, by using Nano-Silica powder, was able to increase its compressive strength. However, the density is reduced compared to standard mix of concrete. The replacement of cement with 3% Nano-Silica results in higher strength and reduction in the permeability than the controlled concrete. The replacement of cement with Nano-Silica more than 3% results in the reduction of various properties of Nano-Silica concrete.
Dr Kevin Paine explains the research that the University of Bath are conducting into sustainable concrete technology including lime-pozzolan and self healing concrete.
experimental study on concrete using micro silica and nano silicaArmstra Junoly
This is our civil engineering project regarding increasing the strength of concrete which is successfully proved with references and literature reviews
Mechanical behaviour of cement mortar & concrete for application of nano ...Mainak Ghosal
Presented in the 14th NCB INTERNATIONAL SEMINAR ON CEMENT AND BUILDING MATERIALS organised by National Council for Cement and Building Materials
(Under the Administrative Control of Ministry of Commerce & Industry, Govt. of India)held during 1-4 December 2015 at Manekshaw Centre, New Delhi, received overwhelming participation of more than 1050 delegates including 100 overseas delegates from various countries – Austria, Canada, Denmark, France, Germany, Italy, Japan, Netherlands, Oman, Sweden, Switzerland, Turkey, USA etc.
EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF NANO CONCRETEIAEME Publication
The influence of Nano-Silica on various properties of concrete is obtained by replacing the cement with various percentages of Nano-Silica. Nano-Silica is used as a partial replacement for cement in the range of 2.5%, 3%, and 3.5% for M25 mix. Specimens are casted using Nano-Silica concrete. Laboratory tests were conducted to determine the compressive strength, split tensile and flexural strength of Nano-Silica concrete at the age of 7 and 28 days. Results indicate that the concrete, by using Nano-Silica powder, was able to increase its compressive strength. However, the density is reduced compared to standard mix of concrete. The replacement of cement with 3% Nano-Silica results in higher strength and reduction in the permeability than the controlled concrete. The replacement of cement with Nano-Silica more than 3% results in the reduction of various properties of Nano-Silica concrete.
Dr Kevin Paine explains the research that the University of Bath are conducting into sustainable concrete technology including lime-pozzolan and self healing concrete.
experimental study on concrete using micro silica and nano silicaArmstra Junoly
This is our civil engineering project regarding increasing the strength of concrete which is successfully proved with references and literature reviews
Mechanical behaviour of cement mortar & concrete for application of nano ...Mainak Ghosal
Presented in the 14th NCB INTERNATIONAL SEMINAR ON CEMENT AND BUILDING MATERIALS organised by National Council for Cement and Building Materials
(Under the Administrative Control of Ministry of Commerce & Industry, Govt. of India)held during 1-4 December 2015 at Manekshaw Centre, New Delhi, received overwhelming participation of more than 1050 delegates including 100 overseas delegates from various countries – Austria, Canada, Denmark, France, Germany, Italy, Japan, Netherlands, Oman, Sweden, Switzerland, Turkey, USA etc.
Nanotechnology ("nanotech") is manipulation of matter on an atomic, molecular, and supramolecular scale. The earliest, widespread description of nanotechnology[1][2] referred to the particular technological goal of precisely manipulating atoms and molecules for fabrication of macroscale products, also now referred to as molecular nanotechnology. A more generalized description of nanotechnology was subsequently established by the National Nanotechnology Initiative, which defines nanotechnology as the manipulation of matter with at least one dimension sized from 1 to 100 nanometers. This definition reflects the fact that quantum mechanical effects are important at this quantum-realm scale, and so the definition shifted from a particular technological goal to a research category inclusive of all types of research and technologies that deal with the special properties of matter which occur below the given size threshold. It is therefore common to see the plural form "nanotechnologies" as well as "nanoscale technologies" to refer to the broad range of research and applications whose common trait is size. Because of the variety of potential applications (including industrial and military), governments have invested billions of dollars in nanotechnology research. Through 2012, the USA has invested $3.7 billion using its National Nanotechnology Initiative, the European Union has invested $1.2 billion, and Japan has invested $750 million.[3]
Nanotechnology as defined by size is naturally very broad, including fields of science as diverse as surface science, organic chemistry, molecular biology, semiconductor physics, energy storage,[4][5] microfabrication,[6] molecular engineering, etc.[7] The associated research and applications are equally diverse, ranging from extensions of conventional device physics to completely new approaches based upon molecular self-assembly,[8] from developing new materials with dimensions on the nanoscale to direct control of matter on the atomic scale.
Scientists currently debate the future implications of nanotechnology. Nanotechnology may be able to create many new materials and devices with a vast range of applications, such as in nanomedicine, nanoelectronics, biomaterials energy production, and consumer products. On the other hand, nanotechnology raises many of the same issues as any new technology, including concerns about the toxicity and environmental impact of nanomaterials,[9] and their potential effects on global economics, as well as speculation about various doomsday scenarios. These concerns have led to a debate among advocacy groups and governments on whether special regulation of nanotechnology is warranted.
STUDY AND PERFORMANCE OF HIGH STRENGTH CONCRETE USING WITH NANO SILICA AND SI...IAEME Publication
Concrete is the most com monly used material in various types of construction, from the flooring of a hut to a multi storied high rise structure from pathway to an airport runway, from an underground tunnel and deep sea platform to high-rise chimneys and TV Towers. In the last millennium concrete
has demanding requirements both in terms of technical performance and economy while greatly varying from architectural masterpieces to the simplest of utilities. It is difficult to point out another material of construction which is
as versatile as concrete. Concrete is one of the versatile heterogeneous materials, civil engineering has ever known. With the advent of concrete civil engineering has touched highest peak of technology.
Effect of Nano Silica on the Compressive Strength of Concreteijtsrd
Concrete is one of the most important materials in the construction world. In the present scenario, due to the various industrialization, especially in the urban areas, the demand of construction work increases progressively. Due to which there is very high demand of concrete. So, it is very important to improve the durability and properties of concrete. For this there are various admixtures which are partially replaced with the cement like fly ash, slag, silica fumes, rice husk etc. However, in the present situation, Nano technology comes as a very faithful approach for improving the strength and durability of the concrete. In this project, M30 concrete is used and we use Nano silica of size 236nm as a partial replacement in concrete. Nano silica enters into the pores of the concrete and sets early due to which the permeability and strength of concrete are improved. An experimental analysis has been done by replacing the cement with Nano silica by increasing its percentage as 0.5 , 1 , 2 and 3 b.w.c. The results show that with increase in amount of Nano silica, the compressive strength increases up to 3 , however, if amount of Nano silica goes beyond 3 , the compressive strength of concrete starts decreasing. In these experimental tests, there are 10 cubes prepared with the sample and tested at 7 and 28 days. Bhupender | Sunil Kumar | Vikram "Effect of Nano Silica on the Compressive Strength of 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/ijtsrd28090.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/28090/effect-of-nano-silica-on-the-compressive-strength-of-concrete/bhupender
EFFECT OF NANO-SILICA ON CONCRETE CONTAINING METAKAOLINIAEME Publication
In this paper the results of an experimental investigation on the use of Metakaolin (MK) and Nano-Silica (NS) on various properties of concrete are presented. Metakaolin and Nano-Silica are used as partial replacement of cement for the preparation of concrete. In the present investigation initially cement is partially replaced by Metakaolin 5% and 10% by weight. Further investigation is carried out by combined replacement of Metakaolin at 5% and 10% with Nano-Silica at 1%, 2% and 3% by weight of cement. For structural applications the various properties, such as compressive strength, split tensile strength, modulus of elasticity and flexural strength of M25 grade concrete containing MK and NS are evaluated and the results are compared with the controlled concrete. Based on the test results, it can be observed that concrete prepared with a combination of 5% MK and 2% NS indicated increased strength compared to the controlled concrete.
concrete which has enabled the study of chloride diffusion in concrete (which causes corrosion of reinforcement). Concrete is, after all, a macro-material strongly influenced by its nano-properties and understanding it at this new level is yielding new avenues for improvement of strength, durability and monitoring.
nanotechnology in concrete materials
nano cement
nanotechnology review
applications of concrete
hydraulic cement in caulking tubes
quikrete msds sheets
ingram readymix
nano concrete sealer
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
seminar topics pdf
best seminar topics for civil engineering
seminar topics for mechanical engineers
latest civil engineering seminar topics
The Coupled Effect of Nano Silica and Superplasticizer on Concrete Fresh and ...IJMER
The The effect of individual and combined additions of both nano silica (NS) and
polycarboxylate-ether superplasticizer (SP) admixtures on concrete mixes were studied. Twenty concrete
mixes were prepared, keeping the water/cement ratio constant at w/c = 0.40, with different amounts of
SP admixture, and NS. the superplasticizer was studied in the range of (0 – 0.88)% (over cement weight),
nano silica additions were tested at (0 – 3.00)% range (over cement weight). Early, and late
compressive strengths, as well as results of fresh concrete (slump) test of formulations were evaluated by
means of design of experiments, in order to identify the primary factors and their interactions on the
measured properties. The most desirable NS and SP % were determined. The results showed that
regardless of the used NS percentage, the higher compressive strength results were reached at, or
around SP observed saturation dosage (0.66% by weight cement). The statistical approach applied here
enabled to develop relations, which could adequately describe the dependency of both the compressive
strength, and slump on the composition of NS, and SP concretes. These relations were presented as
contour plots, which from a practical point of view could serve as a basis for mix design
Experimental Study on Partial Replacement of Cement with Nano Silica in the C...ijtsrd
The main objective of this work is to study the mechanical strength and durability of the concrete when the particular cement dosage in concrete in replaced with Nano silica powder. However it is expected that the use of Nano-silica in concrete improve the strength properties of concrete. Also it is an attempt made to develop the concrete using Nano sized particles as a partial replacement of cement, which satisfies the various structural properties of concrete like compressive strength and tensile strength. It is expected that the final outcome of the project will have an overall beneficial effect on the utility of Nano-silica concrete in the field of civil engineering construction work. Rahul K | Andavan S"Experimental Study on Partial Replacement of Cement with Nano Silica in the Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-1 , December 2017, URL: http://www.ijtsrd.com/papers/ijtsrd7032.pdf http://www.ijtsrd.com/engineering/civil-engineering/7032/experimental-study-on-partial-replacement-of-cement--with-nano-silica-in-the-concrete/rahul-k
Use of Nylon Fiber and Ceramic waste in ConcreteMasnun Rahman
Ceramic waste is a material obtained from ceramic industries & construction site. On the other hand, Nylon fibers have multiple uses and garments or textile industries have to recycle a large amount of Nylon fibers after their manufacturing. These two materials have the potential to increase the efficiency of concrete.(Roy, 1987) Our main goal is to use recycled materials to get a cost-efficient and higher strength concrete then conventional concrete.
Ceramic Industry is one of the fast-growing exports-oriented sectors in Bangladesh. About 30% of the daily production of the ceramic industry become waste.(Amin, Sibak, El–Sherbiny, & Abadir, 2016). This waste has no use except landfilling. Ceramic aggregate can be a possible alternative of concrete aggregate.(Pacheco-Torgal & Jalali, 2010)
Fibers are usually used in concrete to control cracking due to plastic shrinkage and to drying shrinkage.(Choi, Park, & Jung, 2011) They also reduce the permeability of concrete and thus reduce bleeding of water(Nokken, 2003). But most of the recycled fibers are degradable which may cause low longevity of concrete. To overcome this, we have chosen Nylon fiber.
Presented in the 15th NCB International Seminar held from 05.12.- to 08.12.2017, the Indian organization for research and technological development under the administrative control of the Ministry of Commerce and Industry of the Government of India held the 15th edition of the NCB International Seminar, which again took place at the Manekshaw Centre in New Delhi.Was the 1st presenter in the Technical session:'Other Building Materials & Binders' held in Ashoka Convention Hall.Due to other important commitments Mr. Suresh Prabhu, Minister of Commerce and Industry, Government of India, was unable to attend the NCB International Seminar personally. Nevertheless he was able to welcome the delegates and to hold his inaugural address via video live stream. Regarding the technological development of the cement industry, one of the main challenges for the future perspective will be the limited materials. To help cope with the future challenges he confirmed the support of the Ministry of Commerce and Industry.
Transparent concrete is a concrete based building material with light-Tran missive properties due to embedded light optical elements usually Optical fibres. Light is conducted through the stone from one end to the other. Therefore the fibres have to go through the whole object. Transparent concrete is also known as the translucent concrete and light transmitting concrete because of its properties. It is used in fine architecture as a facade material and for cladding of interior walls. In this paper, to integrate the merits of concrete and optical fibre, for developing transparent concrete by arranging the high numerical aperture Plastic Optical Fibres (POF) or big diameter glass optical fibre into concrete. The main purpose is to use sunlight as a light source to reduce the power consumption of illumination and to use the optical fiber to sense the stress of structures and also use this concrete as an architectural purpose for good aesthetical view of the building.
Cyclic Load Test on Beam-Column Behavior of Portal Frame Strengthening by Mic...Md. Sajjak Hosain
I am Md. Sajjak Hosain. This is my undergraduate thesis program for retrofitting of existing structure with local material available in Bangladesh. This thesis highlights the behavior of RCC structure after and before strengthening.
Nanotechnology ("nanotech") is manipulation of matter on an atomic, molecular, and supramolecular scale. The earliest, widespread description of nanotechnology[1][2] referred to the particular technological goal of precisely manipulating atoms and molecules for fabrication of macroscale products, also now referred to as molecular nanotechnology. A more generalized description of nanotechnology was subsequently established by the National Nanotechnology Initiative, which defines nanotechnology as the manipulation of matter with at least one dimension sized from 1 to 100 nanometers. This definition reflects the fact that quantum mechanical effects are important at this quantum-realm scale, and so the definition shifted from a particular technological goal to a research category inclusive of all types of research and technologies that deal with the special properties of matter which occur below the given size threshold. It is therefore common to see the plural form "nanotechnologies" as well as "nanoscale technologies" to refer to the broad range of research and applications whose common trait is size. Because of the variety of potential applications (including industrial and military), governments have invested billions of dollars in nanotechnology research. Through 2012, the USA has invested $3.7 billion using its National Nanotechnology Initiative, the European Union has invested $1.2 billion, and Japan has invested $750 million.[3]
Nanotechnology as defined by size is naturally very broad, including fields of science as diverse as surface science, organic chemistry, molecular biology, semiconductor physics, energy storage,[4][5] microfabrication,[6] molecular engineering, etc.[7] The associated research and applications are equally diverse, ranging from extensions of conventional device physics to completely new approaches based upon molecular self-assembly,[8] from developing new materials with dimensions on the nanoscale to direct control of matter on the atomic scale.
Scientists currently debate the future implications of nanotechnology. Nanotechnology may be able to create many new materials and devices with a vast range of applications, such as in nanomedicine, nanoelectronics, biomaterials energy production, and consumer products. On the other hand, nanotechnology raises many of the same issues as any new technology, including concerns about the toxicity and environmental impact of nanomaterials,[9] and their potential effects on global economics, as well as speculation about various doomsday scenarios. These concerns have led to a debate among advocacy groups and governments on whether special regulation of nanotechnology is warranted.
STUDY AND PERFORMANCE OF HIGH STRENGTH CONCRETE USING WITH NANO SILICA AND SI...IAEME Publication
Concrete is the most com monly used material in various types of construction, from the flooring of a hut to a multi storied high rise structure from pathway to an airport runway, from an underground tunnel and deep sea platform to high-rise chimneys and TV Towers. In the last millennium concrete
has demanding requirements both in terms of technical performance and economy while greatly varying from architectural masterpieces to the simplest of utilities. It is difficult to point out another material of construction which is
as versatile as concrete. Concrete is one of the versatile heterogeneous materials, civil engineering has ever known. With the advent of concrete civil engineering has touched highest peak of technology.
Effect of Nano Silica on the Compressive Strength of Concreteijtsrd
Concrete is one of the most important materials in the construction world. In the present scenario, due to the various industrialization, especially in the urban areas, the demand of construction work increases progressively. Due to which there is very high demand of concrete. So, it is very important to improve the durability and properties of concrete. For this there are various admixtures which are partially replaced with the cement like fly ash, slag, silica fumes, rice husk etc. However, in the present situation, Nano technology comes as a very faithful approach for improving the strength and durability of the concrete. In this project, M30 concrete is used and we use Nano silica of size 236nm as a partial replacement in concrete. Nano silica enters into the pores of the concrete and sets early due to which the permeability and strength of concrete are improved. An experimental analysis has been done by replacing the cement with Nano silica by increasing its percentage as 0.5 , 1 , 2 and 3 b.w.c. The results show that with increase in amount of Nano silica, the compressive strength increases up to 3 , however, if amount of Nano silica goes beyond 3 , the compressive strength of concrete starts decreasing. In these experimental tests, there are 10 cubes prepared with the sample and tested at 7 and 28 days. Bhupender | Sunil Kumar | Vikram "Effect of Nano Silica on the Compressive Strength of 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/ijtsrd28090.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/28090/effect-of-nano-silica-on-the-compressive-strength-of-concrete/bhupender
EFFECT OF NANO-SILICA ON CONCRETE CONTAINING METAKAOLINIAEME Publication
In this paper the results of an experimental investigation on the use of Metakaolin (MK) and Nano-Silica (NS) on various properties of concrete are presented. Metakaolin and Nano-Silica are used as partial replacement of cement for the preparation of concrete. In the present investigation initially cement is partially replaced by Metakaolin 5% and 10% by weight. Further investigation is carried out by combined replacement of Metakaolin at 5% and 10% with Nano-Silica at 1%, 2% and 3% by weight of cement. For structural applications the various properties, such as compressive strength, split tensile strength, modulus of elasticity and flexural strength of M25 grade concrete containing MK and NS are evaluated and the results are compared with the controlled concrete. Based on the test results, it can be observed that concrete prepared with a combination of 5% MK and 2% NS indicated increased strength compared to the controlled concrete.
concrete which has enabled the study of chloride diffusion in concrete (which causes corrosion of reinforcement). Concrete is, after all, a macro-material strongly influenced by its nano-properties and understanding it at this new level is yielding new avenues for improvement of strength, durability and monitoring.
nanotechnology in concrete materials
nano cement
nanotechnology review
applications of concrete
hydraulic cement in caulking tubes
quikrete msds sheets
ingram readymix
nano concrete sealer
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
seminar topics pdf
best seminar topics for civil engineering
seminar topics for mechanical engineers
latest civil engineering seminar topics
The Coupled Effect of Nano Silica and Superplasticizer on Concrete Fresh and ...IJMER
The The effect of individual and combined additions of both nano silica (NS) and
polycarboxylate-ether superplasticizer (SP) admixtures on concrete mixes were studied. Twenty concrete
mixes were prepared, keeping the water/cement ratio constant at w/c = 0.40, with different amounts of
SP admixture, and NS. the superplasticizer was studied in the range of (0 – 0.88)% (over cement weight),
nano silica additions were tested at (0 – 3.00)% range (over cement weight). Early, and late
compressive strengths, as well as results of fresh concrete (slump) test of formulations were evaluated by
means of design of experiments, in order to identify the primary factors and their interactions on the
measured properties. The most desirable NS and SP % were determined. The results showed that
regardless of the used NS percentage, the higher compressive strength results were reached at, or
around SP observed saturation dosage (0.66% by weight cement). The statistical approach applied here
enabled to develop relations, which could adequately describe the dependency of both the compressive
strength, and slump on the composition of NS, and SP concretes. These relations were presented as
contour plots, which from a practical point of view could serve as a basis for mix design
Experimental Study on Partial Replacement of Cement with Nano Silica in the C...ijtsrd
The main objective of this work is to study the mechanical strength and durability of the concrete when the particular cement dosage in concrete in replaced with Nano silica powder. However it is expected that the use of Nano-silica in concrete improve the strength properties of concrete. Also it is an attempt made to develop the concrete using Nano sized particles as a partial replacement of cement, which satisfies the various structural properties of concrete like compressive strength and tensile strength. It is expected that the final outcome of the project will have an overall beneficial effect on the utility of Nano-silica concrete in the field of civil engineering construction work. Rahul K | Andavan S"Experimental Study on Partial Replacement of Cement with Nano Silica in the Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-1 , December 2017, URL: http://www.ijtsrd.com/papers/ijtsrd7032.pdf http://www.ijtsrd.com/engineering/civil-engineering/7032/experimental-study-on-partial-replacement-of-cement--with-nano-silica-in-the-concrete/rahul-k
Use of Nylon Fiber and Ceramic waste in ConcreteMasnun Rahman
Ceramic waste is a material obtained from ceramic industries & construction site. On the other hand, Nylon fibers have multiple uses and garments or textile industries have to recycle a large amount of Nylon fibers after their manufacturing. These two materials have the potential to increase the efficiency of concrete.(Roy, 1987) Our main goal is to use recycled materials to get a cost-efficient and higher strength concrete then conventional concrete.
Ceramic Industry is one of the fast-growing exports-oriented sectors in Bangladesh. About 30% of the daily production of the ceramic industry become waste.(Amin, Sibak, El–Sherbiny, & Abadir, 2016). This waste has no use except landfilling. Ceramic aggregate can be a possible alternative of concrete aggregate.(Pacheco-Torgal & Jalali, 2010)
Fibers are usually used in concrete to control cracking due to plastic shrinkage and to drying shrinkage.(Choi, Park, & Jung, 2011) They also reduce the permeability of concrete and thus reduce bleeding of water(Nokken, 2003). But most of the recycled fibers are degradable which may cause low longevity of concrete. To overcome this, we have chosen Nylon fiber.
Presented in the 15th NCB International Seminar held from 05.12.- to 08.12.2017, the Indian organization for research and technological development under the administrative control of the Ministry of Commerce and Industry of the Government of India held the 15th edition of the NCB International Seminar, which again took place at the Manekshaw Centre in New Delhi.Was the 1st presenter in the Technical session:'Other Building Materials & Binders' held in Ashoka Convention Hall.Due to other important commitments Mr. Suresh Prabhu, Minister of Commerce and Industry, Government of India, was unable to attend the NCB International Seminar personally. Nevertheless he was able to welcome the delegates and to hold his inaugural address via video live stream. Regarding the technological development of the cement industry, one of the main challenges for the future perspective will be the limited materials. To help cope with the future challenges he confirmed the support of the Ministry of Commerce and Industry.
Transparent concrete is a concrete based building material with light-Tran missive properties due to embedded light optical elements usually Optical fibres. Light is conducted through the stone from one end to the other. Therefore the fibres have to go through the whole object. Transparent concrete is also known as the translucent concrete and light transmitting concrete because of its properties. It is used in fine architecture as a facade material and for cladding of interior walls. In this paper, to integrate the merits of concrete and optical fibre, for developing transparent concrete by arranging the high numerical aperture Plastic Optical Fibres (POF) or big diameter glass optical fibre into concrete. The main purpose is to use sunlight as a light source to reduce the power consumption of illumination and to use the optical fiber to sense the stress of structures and also use this concrete as an architectural purpose for good aesthetical view of the building.
Cyclic Load Test on Beam-Column Behavior of Portal Frame Strengthening by Mic...Md. Sajjak Hosain
I am Md. Sajjak Hosain. This is my undergraduate thesis program for retrofitting of existing structure with local material available in Bangladesh. This thesis highlights the behavior of RCC structure after and before strengthening.
STRENGTH AND PERMEABILITY STUDIES ON CONCRETE WITH NANO-CEMENTIAEME Publication
Nanotechnology has received the attention of many researchers for its ability to make use of the unique properties of nano-sized materials for obtaining favourable characteristics. The grain size of the nano particles will be in the order of 10-9 m (1-100nm). Materials at nano stage can change the whole properties of the composites to which these nano particles are added. Nano-particles exhibit unique properties that develop a stronger, more durable concrete with favorable characteristics when added to concrete. Addition of nano materials at the time of production of concrete can lead to significant improvements in the strength and life of concrete. One of the active areas of research dealing with cement and concrete is strength and durability of concrete containing nano particles. An attempt has been made to carry out an experimental investigation on strength and permeability of concrete containing nano-cement. Plasma arching, chemical vapor deposition, electro deposition, sol-gel synthesis, high intensity ball milling etc., are some of the methods reported in the literature to synthesize nano level materials. Nano-cement was made by grinding the commercially available 53 grade Portland cement using a high energy ball grinding mill. A scanning electron microscope was used to determine the particle size of the nano-cement produced. Different grades of concrete viz., M20, M30. M40 and M50 were cast. For each grade of concrete, 10%, 20%, 30%, 40% and 50% of cement was replaced with nano-cement. Tests were conducted on concrete to find out the compressive strength and permeability of concrete. The compressive strength of concrete containing nano materials were found to be more than that of normal cement concrete (NCC). The permeability values were found to be decrease with the addition of nano-cement.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
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.
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Information Engineering and Technology,
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Aerospace Engineering.
The current paper is a report on the preparation and testing of 10 reinforced concrete column specimens of (120x120) mm2 cross section and 1000 mm height, for the experimental clarification of the behavior of columns under the influence of pure axial loads. The research addresses the influences of some parameters and conditions on the mentioned behavior, including concrete type (normal strength, high strength or modified reactive powder concrete), the amount of reinforcement and the percentage of steel fibers. The effects of the above variables on the ultimate capacity, failure mode, stiffness, ductility and axial load-lateral displacement behavior were studied. It has been found that increasing the compressive strength and steel reinforcement ratio lead to increasing the ultimate capacity and stiffness of the tested columns. The effectiveness of increasing the steel fibers ratio is manifest in increasing the ultimate strength, ductility, and decreasing the stiffness and the ductility of the tested columns.
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...IAEME Publication
A total of six intermediate columns with same cross sectional area of 125mm X 125mm were cast and tested. Experimental study was conducted to know the behavior of intermediate columns under axial load made out of Normal strength concrete (NSC) and Self-compacting concrete (SCC). Main objective of this study was to compare the behavior of NSC intermediate columns and SCC intermediate columns for various percentage of steel. Axial load ratio, stiffness ratio were the main parameters which increased as the axial load increased. However in this study, special attention was given on stiffness degradation, energy absorption, ultimate load carrying capacity, shortening index of each intermediate column. The results showed that shortening index, axial load ratio, stiffness ratio and stiffness degradation increased with increase in axial load.
A Study on Cube and Cylinder Strength of Brick Aggregate ConcreteIOSR Journals
: Concrete is unique and extensively conducive construction material by virtue of its excellent
compressive strength, which is one of the most important and useful properties of concrete. In most structural
applications, concrete is employed primarily to resist compressive stresses, which depends on plenty of factors
like properties of ingredients, design method of preparation, curing conditions etc. Generally, compressive
strength of concrete is referred to either cube strength or cylinder strength. The compressive strength of
concrete is determined by testing cubes or cylinders made in laboratory or field or cores drilled from hardened
concrete at site or from the non-destructive testing of the specimen or actual structure. The main objective of
this research was to make comparison of strength between cube and cylinder using brick aggregate concrete.
For this purpose, nine sets of mix proportions were made and studied the variation of strength between cube
and cylinder. Along with this, variation of strengths between standard and small cylinders was also observed.
Moreover, concrete was designed for two specified compressive strengths (3000 psi and 4500 psi) by American
Concrete Institute (ACI) mix design procedure. Then it was casted and tested in laboratory with proper care.
From the analysis of the test results, it had been found that cylinder strength was approximately 86 to 90
percent of cube strength and small cylinder strength was approximately 91 to 94 percent of standard cylinder
strength
This paper involves an experimental investigation on the flexural behaviour of curved beams and comparison of its results with conventional beams. Curved beams of size 1200 x 150 x 100 mm with varying initial curvature as 4000mm, 2000mm and the concrete strength as M40 is considered. Various reinforcement are provided in the curved beams to predict which reinforcement detail would give more resistant over maximum loading. The material properties of cement, fine aggregate, coarse aggregate and the compressive strength of concrete cube were found out. A total of 12 specimens of curved beams were casted with various combination of reinforcement along with three control specimens. The beams are tested under two point loading both horizontally and vertically. The deflection and maximum moment carrying capacity are investigated to understand its strength. Also analytical modelling is done to determine the ultimate moment carrying capacity using Finite Element Software ABAQUS to compare with the experimental model.
An Experimental Study on Self Compacting Concrete using Electric Arc Furnace ...ijtsrd
Compaction is not promising and also in dense reinforcement structural elements. The self flow of fresh concrete is the mandatory requirement for SCC and hence the suitability of EAFOS as coarse aggregate in SCC has to be examined before using in SCC. However, the reports on the suitability of EAFOS as coarse aggregate in SCC are limited. Hence, the fresh concrete properties of SCC with EAFOS as aggregate such as flowing, filling and passing ability were examined. In addition, the hardened concrete properties of SCC with EAFOS such as density, compressive strength, flexural strength, modulus of elasticity and ultrasonic pulse velocity UPV were investigated and compared with the results of normal concrete. The relationship between the mechanical properties of concrete was arrived and also suitable models were developed for predicting the compressive strength of SCC using UPV results. Veeru Kumar Gupta | Dr. Abhay Kumar Jha | Dr. Abhay Kumar Jha "An Experimental Study on Self-Compacting Concrete using Electric Arc Furnace Oxidizing Slag" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50677.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50677/an-experimental-study-on-selfcompacting-concrete-using-electric-arc-furnace-oxidizing-slag/veeru-kumar-gupta
Similar to Behavioural Investigation on the use of Nanosilica as An Additive in Concrete (20)
Power System State Estimation - A ReviewIDES Editor
The aim of this article is to provide a comprehensive
survey on power system state estimation techniques. The
algorithms used for finding the system states under both static
and dynamic state estimations are discussed in brief. The
authors are opinion that the scope of pursuing research in the
area of state estimation with PMU and SCADA measurements
is the state of the art and timely.
Artificial Intelligence Technique based Reactive Power Planning Incorporating...IDES Editor
Reactive Power Planning is a major concern in the
operation and control of power systems This paper compares
the effectiveness of Evolutionary Programming (EP) and
New Improved Differential Evolution (NIMDE) to solve
Reactive Power Planning (RPP) problem incorporating
FACTS Controllers like Static VAR Compensator (SVC),
Thyristor Controlled Series Capacitor (TCSC) and Unified
power flow controller (UPFC) considering voltage stability.
With help of Fast Voltage Stability Index (FVSI), the critical
lines and buses are identified to install the FACTS controllers.
The optimal settings of the control variables of the generator
voltages,transformer tap settings and allocation and parameter
settings of the SVC,TCSC,UPFC are considered for reactive
power planning. The test and Validation of the proposed
algorithm are conducted on IEEE 30–bus system and 72-bus
Indian system.Simulation results shows that the UPFC gives
better results than SVC and TCSC and the FACTS controllers
reduce the system losses.
Design and Performance Analysis of Genetic based PID-PSS with SVC in a Multi-...IDES Editor
Damping of power system oscillations with the help
of proposed optimal Proportional Integral Derivative Power
System Stabilizer (PID-PSS) and Static Var Compensator
(SVC)-based controllers are thoroughly investigated in this
paper. This study presents robust tuning of PID-PSS and
SVC-based controllers using Genetic Algorithms (GA) in
multi machine power systems by considering detailed model
of the generators (model 1.1). The effectiveness of FACTSbased
controllers in general and SVC-based controller in
particular depends upon their proper location. Modal
controllability and observability are used to locate SVC–based
controller. The performance of the proposed controllers is
compared with conventional lead-lag power system stabilizer
(CPSS) and demonstrated on 10 machines, 39 bus New England
test system. Simulation studies show that the proposed genetic
based PID-PSS with SVC based controller provides better
performance.
Optimal Placement of DG for Loss Reduction and Voltage Sag Mitigation in Radi...IDES Editor
This paper presents the need to operate the power
system economically and with optimum levels of voltages has
further led to an increase in interest in Distributed
Generation. In order to reduce the power losses and to improve
the voltage in the distribution system, distributed generators
(DGs) are connected to load bus. To reduce the total power
losses in the system, the most important process is to identify
the proper location for fixing and sizing of DGs. It presents a
new methodology using a new population based meta heuristic
approach namely Artificial Bee Colony algorithm(ABC) for
the placement of Distributed Generators(DG) in the radial
distribution systems to reduce the real power losses and to
improve the voltage profile, voltage sag mitigation. The power
loss reduction is important factor for utility companies because
it is directly proportional to the company benefits in a
competitive electricity market, while reaching the better power
quality standards is too important as it has vital effect on
customer orientation. In this paper an ABC algorithm is
developed to gain these goals all together. In order to evaluate
sag mitigation capability of the proposed algorithm, voltage
in voltage sensitive buses is investigated. An existing 20KV
network has been chosen as test network and results are
compared with the proposed method in the radial distribution
system.
Line Losses in the 14-Bus Power System Network using UPFCIDES Editor
Controlling power flow in modern power systems
can be made more flexible by the use of recent developments
in power electronic and computing control technology. The
Unified Power Flow Controller (UPFC) is a Flexible AC
transmission system (FACTS) device that can control all the
three system variables namely line reactance, magnitude and
phase angle difference of voltage across the line. The UPFC
provides a promising means to control power flow in modern
power systems. Essentially the performance depends on proper
control setting achievable through a power flow analysis
program. This paper presents a reliable method to meet the
requirements by developing a Newton-Raphson based load
flow calculation through which control settings of UPFC can
be determined for the pre-specified power flow between the
lines. The proposed method keeps Newton-Raphson Load Flow
(NRLF) algorithm intact and needs (little modification in the
Jacobian matrix). A MATLAB program has been developed to
calculate the control settings of UPFC and the power flow
between the lines after the load flow is converged. Case studies
have been performed on IEEE 5-bus system and 14-bus system
to show that the proposed method is effective. These studies
indicate that the method maintains the basic NRLF properties
such as fast computational speed, high degree of accuracy and
good convergence rate.
Study of Structural Behaviour of Gravity Dam with Various Features of Gallery...IDES Editor
The size and shape of opening in dam causes the
stress concentration, it also causes the stress variation in the
rest of the dam cross section. The gravity method of the analysis
does not consider the size of opening and the elastic property
of dam material. Thus the objective of study is comprises of
the Finite Element Method which considers the size of
opening, elastic property of material, and stress distribution
because of geometric discontinuity in cross section of dam.
Stress concentration inside the dam increases with the opening
in dam which results in the failure of dam. Hence it is
necessary to analyses large opening inside the dam. By making
the percentage area of opening constant and varying size and
shape of opening the analysis is carried out. For this purpose
a section of Koyna Dam is considered. Dam is defined as a
plane strain element in FEM, based on geometry and loading
condition. Thus this available information specified our path
of approach to carry out 2D plane strain analysis. The results
obtained are then compared mutually to get most efficient
way of providing large opening in the gravity dam.
Assessing Uncertainty of Pushover Analysis to Geometric ModelingIDES Editor
Pushover Analysis a popular tool for seismic
performance evaluation of existing and new structures and is
nonlinear Static procedure where in monotonically increasing
loads are applied to the structure till the structure is unable
to resist the further load .During the analysis, whatever the
strength of concrete and steel is adopted for analysis of
structure may not be the same when real structure is
constructed and the pushover analysis results are very sensitive
to material model adopted, geometric model adopted, location
of plastic hinges and in general to procedure followed by the
analyzer. In this paper attempt has been made to assess
uncertainty in pushover analysis results by considering user
defined hinges and frame modeled as bare frame and frame
with slab modeled as rigid diaphragm and results compared
with experimental observations. Uncertain parameters
considered includes the strength of concrete, strength of steel
and cover to the reinforcement which are randomly generated
and incorporated into the analysis. The results are then
compared with experimental observations.
Secure Multi-Party Negotiation: An Analysis for Electronic Payments in Mobile...IDES Editor
This paper is an attempt to base on auctions which
presents a frame work for the secure multi-party decision
protocols. In addition to the implementations which are very
light weighted, the main focus is on synchronizing security
features for avoiding agreements manipulations and reducing
the user traffic. Through this paper one can understand that
this different auction protocols on top of the frame work can
be collaborated using mobile devices. This paper present the
negotiation between auctioneer and the proffered and this
negotiation shows that multiparty security is far better than
the existing system.
Selfish Node Isolation & Incentivation using Progressive ThresholdsIDES Editor
The problems associated with selfish nodes in
MANET are addressed by a collaborative watchdog approach
which reduces the detection time for selfish nodes thereby
improves the performance and accuracy of watchdogs[1]. In
the related works they make use of credit based systems, reputation
based mechanisms, pathrater and watchdog mechanism
to detect such selfish nodes. In this paper we follow an approach
of collaborative watchdog which reduces the detection
time for selfish nodes and also involves the removal of such
selfish nodes based on some progressively assessed thresholds.
The threshold gives the nodes a chance to stop misbehaving
before it is permanently deleted from the network.
The node passes through several isolation processes before it
is permanently removed. Another version of AODV protocol
is used here which allows the simulation of selfish nodes in
NS2 by adding or modifying log files in the protocol.
Various OSI Layer Attacks and Countermeasure to Enhance the Performance of WS...IDES Editor
Wireless sensor networks are networks having non
wired infrastructure and dynamic topology. In OSI model each
layer is prone to various attacks, which halts the performance
of a network .In this paper several attacks on four layers of
OSI model are discussed and security mechanism is described
to prevent attack in network layer i.e wormhole attack. In
Wormhole attack two or more malicious nodes makes a covert
channel which attracts the traffic towards itself by depicting a
low latency link and then start dropping and replaying packets
in the multi-path route. This paper proposes promiscuous mode
method to detect and isolate the malicious node during
wormhole attack by using Ad-hoc on demand distance vector
routing protocol (AODV) with omnidirectional antenna. The
methodology implemented notifies that the nodes which are
not participating in multi-path routing generates an alarm
message during delay and then detects and isolate the
malicious node from network. We also notice that not only
the same kind of attacks but also the same kind of
countermeasures can appear in multiple layer. For example,
misbehavior detection techniques can be applied to almost all
the layers we discussed.
Responsive Parameter based an AntiWorm Approach to Prevent Wormhole Attack in...IDES Editor
The recent advancements in the wireless technology
and their wide-spread deployment have made remarkable
enhancements in efficiency in the corporate and industrial
and Military sectors The increasing popularity and usage of
wireless technology is creating a need for more secure wireless
Ad hoc networks. This paper aims researched and developed
a new protocol that prevents wormhole attacks on a ad hoc
network. A few existing protocols detect wormhole attacks but
they require highly specialized equipment not found on most
wireless devices. This paper aims to develop a defense against
wormhole attacks as an Anti-worm protocol which is based on
responsive parameters, that does not require as a significant
amount of specialized equipment, trick clock synchronization,
no GPS dependencies.
Cloud Security and Data Integrity with Client Accountability FrameworkIDES Editor
The Cloud based services provide much efficient
and seamless ways for data sharing across the cloud. The fact
that the data owners no longer possess data makes it very
difficult to assure data confidentiality and to enable secure
data sharing in the cloud. Despite of all its advantages this
will remain a major limitation that acts as a barrier to the
wider deployment of cloud based services. One of the possible
ways for ensuring trust in this aspect is the introduction of
accountability feature in the cloud computing scenario. The
Cloud framework requires promotion of distributed
accountability for such dynamic environment[1]. In some
works, there‘s an accountable framework suggested to ensure
distributed accountability for data sharing by the generation
of only a log of data access, but without any embedded feedback
mechanism for owner permission towards data
protection[2].The proposed system is an enhanced client
accountability framework which provides an additional client
side verification for each access towards enhanced security of
data. The integrity of content of data which resides in the
cloud service provider is also maintained by secured
outsourcing. Besides, the authentication of JAR(Java Archive)
files are done to ensure file protection and to maintain a safer
environment for data sharing. The analysis of various
functionalities of the framework depicts both the
accountability and security feature in an efficient manner.
Genetic Algorithm based Layered Detection and Defense of HTTP BotnetIDES Editor
A System state in HTTP botnet uses HTTP protocol
for the creation of chain of Botnets thereby compromising
other systems. By using HTTP protocol and port number 80,
attacks can not only be hidden but also pass through the
firewall without being detected. The DPR based detection
leads to better analysis of botnet attacks [3]. However, it
provides only probabilistic detection of the attacker and also
time consuming and error prone. This paper proposes a Genetic
algorithm based layered approach for detecting as well as
preventing botnet attacks. The paper reviews p2p firewall
implementation which forms the basis of filtering.
Performance evaluation is done based on precision, F-value
and probability. Layered approach reduces the computation
and overall time requirement [7]. Genetic algorithm promises
a low false positive rate.
Enhancing Data Storage Security in Cloud Computing Through SteganographyIDES Editor
in cloud computing data storage is a significant issue
because the entire data reside over a set of interconnected
resource pools that enables the data to be accessed through
virtual machines. It moves the application software’s and
databases to the large data centers where the management of
data is actually done. As the resource pools are situated over
various corners of the world, the management of data and
services may not be fully trustworthy. So, there are various
issues that need to be addressed with respect to the
management of data, service of data, privacy of data, security
of data etc. But the privacy and security of data is highly
challenging. To ensure privacy and security of data-at-rest in
cloud computing, we have proposed an effective and a novel
approach to ensure data security in cloud computing by means
of hiding data within images following is the concept of
steganography. The main objective of this paper is to prevent
data access from cloud data storage centers by unauthorized
users. This scheme perfectly stores data at cloud data storage
centers and retrieves data from it when it is needed.
The main tasks of a Wireless Sensor Network
(WSN) are data collection from its nodes and communication
of this data to the base station (BS). The protocols used for
communication among the WSN nodes and between the WSN
and the BS, must consider the resource constraints of nodes,
battery energy, computational capabilities and memory. The
WSN applications involve unattended operation of the network
over an extended period of time. In order to extend the lifetime
of a WSN, efficient routing protocols need to be adopted. The
proposed low power routing protocol based on tree-based
network structure reliably forwards the measured data towards
the BS using TDMA. An energy consumption analysis of the
WSN making use of this protocol is also carried out. It is
found that the network is energy efficient with an average
duty cycle of 0:7% for the WSN nodes. The OmNET++
simulation platform along with MiXiM framework is made
use of.
Permutation of Pixels within the Shares of Visual Cryptography using KBRP for...IDES Editor
The security of authentication of internet based
co-banking services should not be susceptible to high risks.
The passwords are highly vulnerable to virus attacks due to
the lack of high end embedding of security methods. In order
for the passwords to be more secure, people are generally
compelled to select jumbled up character based passwords
which are not only less memorable but are also equally prone
to insecurity. Multiple use of distributed shares has been
studied to solve the problem of authentication by algorithms
based on thresholding of pixels in image processing and visual
cryptography concepts where the subset of shares is considered
for the recovery of the original image for authentication using
correlation function[1][2].The main disadvantage in the above
study is the plain storage of shares and also one of the shares
is being supplied to the customer, which will lead to the
possibility of misuse by a third party. This paper proposes a
technique for scrambling of pixels by key based random
permutation (KBRP) within the shares before the
authentication has been attempted. Total number of shares to
be created is dependent on the multiplicity of ownership of
the account. By this method the problem of uncertainty among
the customers with regard to security, storage, retrieval of
holding of half of the shares is minimized.
This paper presents a trifocal Rotman Lens Design
approach. The effects of focal ratio and element spacing on
the performance of Rotman Lens are described. A three beam
prototype feeding 4 element antenna array working in L-band
has been simulated using RLD v1.7 software. Simulated
results show that the simulated lens has a return loss of –
12.4dB at 1.8GHz. Beam to array port phase error variation
with change in the focal ratio and element spacing has also
been investigated.
Band Clustering for the Lossless Compression of AVIRIS Hyperspectral ImagesIDES Editor
Hyperspectral images can be efficiently compressed
through a linear predictive model, as for example the one
used in the SLSQ algorithm. In this paper we exploit this
predictive model on the AVIRIS images by individuating,
through an off-line approach, a common subset of bands, which
are not spectrally related with any other bands. These bands
are not useful as prediction reference for the SLSQ 3-D
predictive model and we need to encode them via other
prediction strategies which consider only spatial correlation.
We have obtained this subset by clustering the AVIRIS bands
via the clustering by compression approach. The main result
of this paper is the list of the bands, not related with the
others, for AVIRIS images. The clustering trees obtained for
AVIRIS and the relationship among bands they depict is also
an interesting starting point for future research.
Microelectronic Circuit Analogous to Hydrogen Bonding Network in Active Site ...IDES Editor
A microelectronic circuit of block-elements
functionally analogous to two hydrogen bonding networks is
investigated. The hydrogen bonding networks are extracted
from â-lactamase protein and are formed in its active site.
Each hydrogen bond of the network is described in equivalent
electrical circuit by three or four-terminal block-element.
Each block-element is coded in Matlab. Static and dynamic
analyses are performed. The resultant microelectronic circuit
analogous to the hydrogen bonding network operates as
current mirror, sine pulse source, triangular pulse source as
well as signal modulator.
Texture Unit based Monocular Real-world Scene Classification using SOM and KN...IDES Editor
In this paper a method is proposed to discriminate
real world scenes in to natural and manmade scenes of similar
depth. Global-roughness of a scene image varies as a function
of image-depth. Increase in image depth leads to increase in
roughness in manmade scenes; on the contrary natural scenes
exhibit smooth behavior at higher image depth. This particular
arrangement of pixels in scene structure can be well explained
by local texture information in a pixel and its neighborhood.
Our proposed method analyses local texture information of a
scene image using texture unit matrix. For final classification
we have used both supervised and unsupervised learning using
K-Nearest Neighbor classifier (KNN) and Self Organizing
Map (SOM) respectively. This technique is useful for online
classification due to very less computational complexity.
Macroeconomics- Movie Location
This will be used as part of your Personal Professional Portfolio once graded.
Objective:
Prepare a presentation or a paper using research, basic comparative analysis, data organization and application of economic information. You will make an informed assessment of an economic climate outside of the United States to accomplish an entertainment industry objective.
Synthetic Fiber Construction in lab .pptxPavel ( NSTU)
Synthetic fiber production is a fascinating and complex field that blends chemistry, engineering, and environmental science. By understanding these aspects, students can gain a comprehensive view of synthetic fiber production, its impact on society and the environment, and the potential for future innovations. Synthetic fibers play a crucial role in modern society, impacting various aspects of daily life, industry, and the environment. ynthetic fibers are integral to modern life, offering a range of benefits from cost-effectiveness and versatility to innovative applications and performance characteristics. While they pose environmental challenges, ongoing research and development aim to create more sustainable and eco-friendly alternatives. Understanding the importance of synthetic fibers helps in appreciating their role in the economy, industry, and daily life, while also emphasizing the need for sustainable practices and innovation.
The Roman Empire A Historical Colossus.pdfkaushalkr1407
The Roman Empire, a vast and enduring power, stands as one of history's most remarkable civilizations, leaving an indelible imprint on the world. It emerged from the Roman Republic, transitioning into an imperial powerhouse under the leadership of Augustus Caesar in 27 BCE. This transformation marked the beginning of an era defined by unprecedented territorial expansion, architectural marvels, and profound cultural influence.
The empire's roots lie in the city of Rome, founded, according to legend, by Romulus in 753 BCE. Over centuries, Rome evolved from a small settlement to a formidable republic, characterized by a complex political system with elected officials and checks on power. However, internal strife, class conflicts, and military ambitions paved the way for the end of the Republic. Julius Caesar’s dictatorship and subsequent assassination in 44 BCE created a power vacuum, leading to a civil war. Octavian, later Augustus, emerged victorious, heralding the Roman Empire’s birth.
Under Augustus, the empire experienced the Pax Romana, a 200-year period of relative peace and stability. Augustus reformed the military, established efficient administrative systems, and initiated grand construction projects. The empire's borders expanded, encompassing territories from Britain to Egypt and from Spain to the Euphrates. Roman legions, renowned for their discipline and engineering prowess, secured and maintained these vast territories, building roads, fortifications, and cities that facilitated control and integration.
The Roman Empire’s society was hierarchical, with a rigid class system. At the top were the patricians, wealthy elites who held significant political power. Below them were the plebeians, free citizens with limited political influence, and the vast numbers of slaves who formed the backbone of the economy. The family unit was central, governed by the paterfamilias, the male head who held absolute authority.
Culturally, the Romans were eclectic, absorbing and adapting elements from the civilizations they encountered, particularly the Greeks. Roman art, literature, and philosophy reflected this synthesis, creating a rich cultural tapestry. Latin, the Roman language, became the lingua franca of the Western world, influencing numerous modern languages.
Roman architecture and engineering achievements were monumental. They perfected the arch, vault, and dome, constructing enduring structures like the Colosseum, Pantheon, and aqueducts. These engineering marvels not only showcased Roman ingenuity but also served practical purposes, from public entertainment to water supply.
The French Revolution, which began in 1789, was a period of radical social and political upheaval in France. It marked the decline of absolute monarchies, the rise of secular and democratic republics, and the eventual rise of Napoleon Bonaparte. This revolutionary period is crucial in understanding the transition from feudalism to modernity in Europe.
For more information, visit-www.vavaclasses.com
Introduction to AI for Nonprofits with Tapp NetworkTechSoup
Dive into the world of AI! Experts Jon Hill and Tareq Monaur will guide you through AI's role in enhancing nonprofit websites and basic marketing strategies, making it easy to understand and apply.
Model Attribute Check Company Auto PropertyCeline George
In Odoo, the multi-company feature allows you to manage multiple companies within a single Odoo database instance. Each company can have its own configurations while still sharing common resources such as products, customers, and suppliers.
Acetabularia Information For Class 9 .docxvaibhavrinwa19
Acetabularia acetabulum is a single-celled green alga that in its vegetative state is morphologically differentiated into a basal rhizoid and an axially elongated stalk, which bears whorls of branching hairs. The single diploid nucleus resides in the rhizoid.
Unit 8 - Information and Communication Technology (Paper I).pdfThiyagu K
This slides describes the basic concepts of ICT, basics of Email, Emerging Technology and Digital Initiatives in Education. This presentations aligns with the UGC Paper I syllabus.