This document presents a project synopsis on studying the effect of blast furnace slag and waste fillers on the performance of warm mix asphalt. A group of 4 students will conduct tests on materials like aggregate, binder, blast furnace slag, and waste fillers. They will then design warm mix asphalt mixtures according to specifications and compare the performance of conventional WMA and WMA with blast furnace slag and waste fillers to recommend a suitable mixture for pothole patching.
Experimental investigations on the performance of bituminous mixes with recla...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...IJCMESJOURNAL
This research evaluates the feasibility of using recycles asphalt pavement (RAP) and supplementary cementitious materials (SCMs) in self consolidating concrete (SCC). The fresh, mechanical and durability properties of SCC mixtures were investigated. A total of sixteen mixtures divided into four groups with different RAP proportions: 0, 15, 30, and 55% replacing the natural coarse aggregate (NCA), and different percentages of supplementary cementitious materials (SCMs) replacing cement:60% Fly ash (FA), 60% ground granulated blast furnace slag (S), and 30% FA and 30% S. Constant water to cementitious materials ratio of 0.4 was maintained in all mixtures. The compressive strengths at 3, 14 and 28 days and split tensile strength at 28 days were tested. The durability characteristics including the unrestrained shrinkage strain and rapid chloride permeability (RCPT) tests were conducted. The results show that while the use of RAP reduces both the compressive and tensile strengths of SCC mixtures, it increases the resistance to chloride permeability.
Structural design and economic evaluation of roller compacted concrete pavementSalih Taner YILDIRIM
Abut, Y., & Yildirim, S. T. (2017, October). Structural design and economic evaluation of roller compacted concrete pavement with recycled aggregates. In IOP Conference Series: Materials Science and Engineering (Vol. 245, No. 2, p. 022064). IOP Publishing.
A Review on Geopolymer Concrete Using Partial Replacement of Demolished Aggre...cedmmantc5411
This paper reviews the literature related to geopolymer concrete. Concrete is widely used material
for various construction activities due to its versatile character. But it causes environmental pollution due to
production of Portland cement and quarrying of aggregate. Low calcium Fly ash and alkaline liquid as a binder
is being used to replace the Portland cement to produce geo polymer concrete. In geopolymer concrete use of
cement is completely evaded. This can be one of the methods to reduce the environmental pollution. The
alkaline liquid has been used in geopolymerisation is the combination of sodium hydroxide and sodium silicate.
The study revealed that there is possibility to replace natural coarse aggregate with demolished concrete in the
geopolymer concrete. By the use of demolished aggregate in concrete, environmental pollution and reduction in
valuable landfill will be evaded.
Experimental investigations on the performance of bituminous mixes with recla...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...IJCMESJOURNAL
This research evaluates the feasibility of using recycles asphalt pavement (RAP) and supplementary cementitious materials (SCMs) in self consolidating concrete (SCC). The fresh, mechanical and durability properties of SCC mixtures were investigated. A total of sixteen mixtures divided into four groups with different RAP proportions: 0, 15, 30, and 55% replacing the natural coarse aggregate (NCA), and different percentages of supplementary cementitious materials (SCMs) replacing cement:60% Fly ash (FA), 60% ground granulated blast furnace slag (S), and 30% FA and 30% S. Constant water to cementitious materials ratio of 0.4 was maintained in all mixtures. The compressive strengths at 3, 14 and 28 days and split tensile strength at 28 days were tested. The durability characteristics including the unrestrained shrinkage strain and rapid chloride permeability (RCPT) tests were conducted. The results show that while the use of RAP reduces both the compressive and tensile strengths of SCC mixtures, it increases the resistance to chloride permeability.
Structural design and economic evaluation of roller compacted concrete pavementSalih Taner YILDIRIM
Abut, Y., & Yildirim, S. T. (2017, October). Structural design and economic evaluation of roller compacted concrete pavement with recycled aggregates. In IOP Conference Series: Materials Science and Engineering (Vol. 245, No. 2, p. 022064). IOP Publishing.
A Review on Geopolymer Concrete Using Partial Replacement of Demolished Aggre...cedmmantc5411
This paper reviews the literature related to geopolymer concrete. Concrete is widely used material
for various construction activities due to its versatile character. But it causes environmental pollution due to
production of Portland cement and quarrying of aggregate. Low calcium Fly ash and alkaline liquid as a binder
is being used to replace the Portland cement to produce geo polymer concrete. In geopolymer concrete use of
cement is completely evaded. This can be one of the methods to reduce the environmental pollution. The
alkaline liquid has been used in geopolymerisation is the combination of sodium hydroxide and sodium silicate.
The study revealed that there is possibility to replace natural coarse aggregate with demolished concrete in the
geopolymer concrete. By the use of demolished aggregate in concrete, environmental pollution and reduction in
valuable landfill will be evaded.
Laboratory investigation on hot mix asphalt using reclaimed asphalt pavement ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Fly Ash as a Partial Replacement of Cement in Concrete and Durability Study o...IJERD Editor
Cement production gives rise to CO2emissions generated by the calcinations of CaCo3 and by the
fossil, being responsible for about 5% of the Co2 emissions in the world. This can be substantially reduced if
cement replacement materials such as a fly ash are used Within the frame work of a comprehensive research
concerning this residual of coal industries, studied some durability characteristics of concretes made with Fly
ash. In this project report the results of the tests carried out on Sulphate attack on concrete cubes in water curing
along with H2SO4 solution. Also, aiming the use of fly-ash as cement replacement. The present experimental
investigation were carried on fly ash and has been chemically and physically characterized, and partially
replaced in the ratio of 0%, 5%, 10%, 15%, 20% by weight of cement in concrete. Fresh concrete tests like
compaction factor test was hardened concrete tests like compressive Strength at the age of 28 days, 60 days, 90
days was obtained and also durability aspect of fly ash concrete for sulphates attack was tested. The result
indicates that fly ash improves concrete durability.
EXPERIMENTAL AND ANALYTICAL STUDY OF PARTIALLY REPLACED WASTE MATERIALS IN RI...guruvignesh N
This present study aims to identify the most suitable material
to utilize in concrete pavement. Several studies have been conducted across the worldwide to identify properties of waste materials on concrete and environmental also. From the basis of different studies the waste materials to be selected and replaced partial manner instead of concrete components. utilize waste material in rigid pavement for low cost concreting purpose. The selected appropriate ranging is to be used for rigid pavement construction in the grade of M30 as per IRC 44. Various engineering properties were obtained by strength and durability analysis.
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...civej
The rapid growth in trafficload intensity, tire pressure and traffic volume has put a hugedemand on
pavements to perform satisfactorily for the design period. A number of efforts are made in the past to
develop pavement materials that helped in attaining longer serviceability. Most of these efforts were
directed towards improving the design of bituminous mix through modified bituminous binders. In this
context an attempt is made to evaluate rutting characteristics of conventional bitumen modified with Poly
phosphoric Acid (PPA). Immersion Type Wheel Rutting Machine was used for evaluation of rutting
characteristics and is considered as one of the major critical criteria for design of pavement. Poly
phosphoric Acid (PPA) is added as modifier to virgin bitumen (VG – 30) at regular interval of 1% up to
6% to the weight of Bitumen. Bituminous Concrete of Grade-II is considered for Analysis. Slabs of
400X300X50mm are prepared for evaluation of rutting characteristics. Stability, density, voids and flow
parameters were determined using marshal test method for virgin and PPA modified mix. The result of
immersion wheel rutting explains that acid modified binders resist more rutting compared to virgin
binders. Acid modified mixes at 3% optimum performs better in rutting characteristics when tested in
laboratory for induced applied pressures, load and number of passes.
A LABORATORY STUDY ON ACID MODIFIED BITUMINOUS MIXES IN COMPARISON FOR RUTTIN...civejjour
The rapid growth in trafficload intensity, tire pressure and traffic volume has put a hugedemand on pavements to perform satisfactorily for the design period. A number of efforts are made in the past to develop pavement materials that helped in attaining longer serviceability. Most of these efforts were directed towards improving the design of bituminous mix through modified bituminous binders. In this context an attempt is made to evaluate rutting characteristics of conventional bitumen modified with Poly phosphoric Acid (PPA). Immersion Type Wheel Rutting Machine was used for evaluation of rutting characteristics and is considered as one of the major critical criteria for design of pavement. Poly phosphoric Acid (PPA) is added as modifier to virgin bitumen (VG – 30) at regular interval of 1% up to 6% to the weight of Bitumen. Bituminous Concrete of Grade-II is considered for Analysis. Slabs of 400X300X50mm are prepared for evaluation of rutting characteristics. Stability, density, voids and flow parameters were determined using marshal test method for virgin and PPA modified mix. The result of immersion wheel rutting explains that acid modified binders resist more rutting compared to virgin binders. Acid modified mixes at 3% optimum performs better in rutting characteristics when tested in laboratory for induced applied pressures, load and number of passes.
Many countries are witnessing a rapid growth in the construction industry which involves the use of natural resources for the development of the inf rastructure. In order to reduce dependence on natural aggregates as the main source of aggregate in concrete,artificially manufactured aggregates and artificial aggregates generated from industrial wastes provide an alternative for the construction industry. The present study encour aged the utilization of industrial waste copper slag as replacement of natural aggregates in concre te. The results indicate that the use of copper slag in concrete increases the flexural strength of about 17% with that of control mixture. It is recommended that up to 40% of copper slag can be us e as replacement of fine aggregates.
Effects of alternative ecological fillers on the mechanical, durability, and ...Publ 2022
In this research, the performance of fly ash/GGBS geopolymer mortars made with different quarry waste powder as filler materials by substituted the river sand fine aggregate with different ratios was evaluated based on the mechanical, physical, durability properties and microstructural analysis. Limestone waste, marble waste and basalt waste powder were used as filler materials developing eco-friendly and economical geopolymer from industrial waste as a promising sustainable area of research. A series of tests were conducted such as on strength properties, ultrasonic pulse vel-ocity (UPV), physical properties, abrasion resistance test, splitting tensile strength and microstructure analysis (SEM). The samples were elevated at the high-temperatures of 200 C, 400 C, 600 C and 800 C. Results conducted that the use of limestone waste powder and marble waste powder up to 50% ratio improved the geopolymer composite’s strength. The three filler geopolymer composites positively affected water absorption, strength properties and abrasion ratio results. The current article’s finding has indicated a potential solution, presenting another geopolymer class followed by the successful use of fly ash and quarry waste as significant asset materials. The output of this study is commercially expected to be effective intercession for waste recycled and friendly environmental management conclusions.
durability aspects in reference to permeable voids and leaching of calcium hy...IJCMESJOURNAL
The concrete industry is constantly looking for supplementary cementitious material with the objective of reducing the solid waste disposal problem. Fly ash (FA) and Quarry sand (QS) are some among the solid wastes generated by industry. The Quarry sand is one such material which can be used to replace sand as fine aggregate. To overcome from this crisis, partial replacement of natural sand (NS) with Quarry sand and partial replacement of cement with FA can be an economic alternative. This research is carried to study the effect of replacement of sand by Quarry sand and cement by fly ash with using admixture in concrete, especially in reference to permeable voids development, compressive strength, leaching of Ca(OH)2 in curing water and RCPT at 28, 56 and 90 days of age. A M25, M30, M40 Grade concrete were chosen for research. The mix design was carried out and three combinations were chosen, first combination using 100% Natural sand and 100% cement ( treated as controlled mix).In second combination 100%Natural sand is replaced by Quarry sand and cement remains100%. In third combination 30% cement is replaced by Fly ash and 45% Natural sand is replaced by Quarry sand (treated as critical mix). These were chosen from 30 combinations of variable % of Natural sand and Quarry sand and fly ash. The study is aim at understanding the performance of critical mix in reference to controlled mix and concrete containing 100% quarry sand. It is observed that if quarry and is used for concrete then suitable percentage natural sand and fly ash must be added to achieve desired compressive strength and performance of concrete.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Laboratory investigation on hot mix asphalt using reclaimed asphalt pavement ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Fly Ash as a Partial Replacement of Cement in Concrete and Durability Study o...IJERD Editor
Cement production gives rise to CO2emissions generated by the calcinations of CaCo3 and by the
fossil, being responsible for about 5% of the Co2 emissions in the world. This can be substantially reduced if
cement replacement materials such as a fly ash are used Within the frame work of a comprehensive research
concerning this residual of coal industries, studied some durability characteristics of concretes made with Fly
ash. In this project report the results of the tests carried out on Sulphate attack on concrete cubes in water curing
along with H2SO4 solution. Also, aiming the use of fly-ash as cement replacement. The present experimental
investigation were carried on fly ash and has been chemically and physically characterized, and partially
replaced in the ratio of 0%, 5%, 10%, 15%, 20% by weight of cement in concrete. Fresh concrete tests like
compaction factor test was hardened concrete tests like compressive Strength at the age of 28 days, 60 days, 90
days was obtained and also durability aspect of fly ash concrete for sulphates attack was tested. The result
indicates that fly ash improves concrete durability.
EXPERIMENTAL AND ANALYTICAL STUDY OF PARTIALLY REPLACED WASTE MATERIALS IN RI...guruvignesh N
This present study aims to identify the most suitable material
to utilize in concrete pavement. Several studies have been conducted across the worldwide to identify properties of waste materials on concrete and environmental also. From the basis of different studies the waste materials to be selected and replaced partial manner instead of concrete components. utilize waste material in rigid pavement for low cost concreting purpose. The selected appropriate ranging is to be used for rigid pavement construction in the grade of M30 as per IRC 44. Various engineering properties were obtained by strength and durability analysis.
A Laboratory Study on Acid Modified Bituminous Mixes in Comparison for Ruttin...civej
The rapid growth in trafficload intensity, tire pressure and traffic volume has put a hugedemand on
pavements to perform satisfactorily for the design period. A number of efforts are made in the past to
develop pavement materials that helped in attaining longer serviceability. Most of these efforts were
directed towards improving the design of bituminous mix through modified bituminous binders. In this
context an attempt is made to evaluate rutting characteristics of conventional bitumen modified with Poly
phosphoric Acid (PPA). Immersion Type Wheel Rutting Machine was used for evaluation of rutting
characteristics and is considered as one of the major critical criteria for design of pavement. Poly
phosphoric Acid (PPA) is added as modifier to virgin bitumen (VG – 30) at regular interval of 1% up to
6% to the weight of Bitumen. Bituminous Concrete of Grade-II is considered for Analysis. Slabs of
400X300X50mm are prepared for evaluation of rutting characteristics. Stability, density, voids and flow
parameters were determined using marshal test method for virgin and PPA modified mix. The result of
immersion wheel rutting explains that acid modified binders resist more rutting compared to virgin
binders. Acid modified mixes at 3% optimum performs better in rutting characteristics when tested in
laboratory for induced applied pressures, load and number of passes.
A LABORATORY STUDY ON ACID MODIFIED BITUMINOUS MIXES IN COMPARISON FOR RUTTIN...civejjour
The rapid growth in trafficload intensity, tire pressure and traffic volume has put a hugedemand on pavements to perform satisfactorily for the design period. A number of efforts are made in the past to develop pavement materials that helped in attaining longer serviceability. Most of these efforts were directed towards improving the design of bituminous mix through modified bituminous binders. In this context an attempt is made to evaluate rutting characteristics of conventional bitumen modified with Poly phosphoric Acid (PPA). Immersion Type Wheel Rutting Machine was used for evaluation of rutting characteristics and is considered as one of the major critical criteria for design of pavement. Poly phosphoric Acid (PPA) is added as modifier to virgin bitumen (VG – 30) at regular interval of 1% up to 6% to the weight of Bitumen. Bituminous Concrete of Grade-II is considered for Analysis. Slabs of 400X300X50mm are prepared for evaluation of rutting characteristics. Stability, density, voids and flow parameters were determined using marshal test method for virgin and PPA modified mix. The result of immersion wheel rutting explains that acid modified binders resist more rutting compared to virgin binders. Acid modified mixes at 3% optimum performs better in rutting characteristics when tested in laboratory for induced applied pressures, load and number of passes.
Many countries are witnessing a rapid growth in the construction industry which involves the use of natural resources for the development of the inf rastructure. In order to reduce dependence on natural aggregates as the main source of aggregate in concrete,artificially manufactured aggregates and artificial aggregates generated from industrial wastes provide an alternative for the construction industry. The present study encour aged the utilization of industrial waste copper slag as replacement of natural aggregates in concre te. The results indicate that the use of copper slag in concrete increases the flexural strength of about 17% with that of control mixture. It is recommended that up to 40% of copper slag can be us e as replacement of fine aggregates.
Effects of alternative ecological fillers on the mechanical, durability, and ...Publ 2022
In this research, the performance of fly ash/GGBS geopolymer mortars made with different quarry waste powder as filler materials by substituted the river sand fine aggregate with different ratios was evaluated based on the mechanical, physical, durability properties and microstructural analysis. Limestone waste, marble waste and basalt waste powder were used as filler materials developing eco-friendly and economical geopolymer from industrial waste as a promising sustainable area of research. A series of tests were conducted such as on strength properties, ultrasonic pulse vel-ocity (UPV), physical properties, abrasion resistance test, splitting tensile strength and microstructure analysis (SEM). The samples were elevated at the high-temperatures of 200 C, 400 C, 600 C and 800 C. Results conducted that the use of limestone waste powder and marble waste powder up to 50% ratio improved the geopolymer composite’s strength. The three filler geopolymer composites positively affected water absorption, strength properties and abrasion ratio results. The current article’s finding has indicated a potential solution, presenting another geopolymer class followed by the successful use of fly ash and quarry waste as significant asset materials. The output of this study is commercially expected to be effective intercession for waste recycled and friendly environmental management conclusions.
durability aspects in reference to permeable voids and leaching of calcium hy...IJCMESJOURNAL
The concrete industry is constantly looking for supplementary cementitious material with the objective of reducing the solid waste disposal problem. Fly ash (FA) and Quarry sand (QS) are some among the solid wastes generated by industry. The Quarry sand is one such material which can be used to replace sand as fine aggregate. To overcome from this crisis, partial replacement of natural sand (NS) with Quarry sand and partial replacement of cement with FA can be an economic alternative. This research is carried to study the effect of replacement of sand by Quarry sand and cement by fly ash with using admixture in concrete, especially in reference to permeable voids development, compressive strength, leaching of Ca(OH)2 in curing water and RCPT at 28, 56 and 90 days of age. A M25, M30, M40 Grade concrete were chosen for research. The mix design was carried out and three combinations were chosen, first combination using 100% Natural sand and 100% cement ( treated as controlled mix).In second combination 100%Natural sand is replaced by Quarry sand and cement remains100%. In third combination 30% cement is replaced by Fly ash and 45% Natural sand is replaced by Quarry sand (treated as critical mix). These were chosen from 30 combinations of variable % of Natural sand and Quarry sand and fly ash. The study is aim at understanding the performance of critical mix in reference to controlled mix and concrete containing 100% quarry sand. It is observed that if quarry and is used for concrete then suitable percentage natural sand and fly ash must be added to achieve desired compressive strength and performance of concrete.
Similar to Effects of BFS and waste fillers using WMA (20)
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
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.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
1. Adichunchanagiri Institute of Technology, Chikkamagaluru
(Affiliated to Visvesvaraya Technological University, Belagavi)
Department of Civil Engineering
A Project Synopsis Presentation On
‘Study On Effect Of Blast Furnace Slag And Waste
Fillers On Performance Of Warm Mix Asphalt’
Presented By,
BATCH-04
1. VARUN CHENNIGAR H L : 4AI19CV081
2. VINAY M BADAGI : 4AI20CV440
3. SUPREETH G C : 4AI20CV438
4. YASHWANTH L : 4AI19CV085
Under the guidance of
Mr. YOGANANDA
Assistant Professor
Department of Civil Engineering
AIT, Chikkamagaluru
Project Coordinators
Mr. ABHILASH D. T
Assistant Professor
Mr. GOUTHAM D. R
Assistant Professor
6. Literature Review
6
1. J Wielinski et al, (2009) WMA is much like HMA, but it is produced at lower
plant temperatures than conventional HMA. The objectives of these
demonstrations were (a) to demonstrate that WMA with reclaimed asphalt
pavement could be produced and placed at lower temperatures while
yielding mix properties and field compaction similar to those of conventional
HMA and (b) to construct field test sections so that WMA and HMA
performance could be compared side by side.
2. FCG Martinho et al. (2018) This paper focuses on the comparison of the
mechanical performance of three warm-mix asphalt (WMA) blends with
recycled concrete aggregate (RCA) or electric arc furnace slag (EAFS) as
substitutes of part of the aggregate . The evaluation was carried out in a
laboratory by means of testing specimens taken from experimental
pavement sections built in real production, laying and
compaction circumstances
3. C Hettiarachchi et al. (2018) Use of reclaimed asphalt pavement (RAP)
materials in warm mix asphalt (WMA) mixtures is getting popular around the
world due to economic and environmental benefits.
7. Contd…
7
4. Jony, Al-Rubaie, & Jahad et al. (2011) , Considering the glass powder (GP)
as filler, several researchers found that the use of recycled GP does not
worsen mechanical and performance properties of asphalt mixtures. For
instance, it is indicated that replacement of limestone filler by GP resulted
in lower flow rate and higher stability
5. Ayman Ali et al, (2013) A study was conducted to evaluate the effect of
temperature reduction, foaming water content, and aggregate moisture
content on the performance of foamed WMA.Two asphalt binders (PG 70-
22 and PG 64-28), two aggregate types (limestone and crushed gravel), and
two nominal maximum aggregate sizes (12.5 mm and 19.0 mm) were used
in this study.The asphalt pavement analyzer test was utilized to evaluate the
rutting resistance, and the indirect tensile strength and the Modified
Lottman (AASHTO T 283) tests were utilized to evaluate the moisture
sensitivity of the asphalt mixtures.
6. Choudry J et al. (2021) uses glass powder and glass-hydrated lime as
alternative fillers in place of stone dust. It Resulted in reduction of cost of
the pavement to 33-35% and 21% more economical and exhibited better
laboratory performance. The use of this mix can also conserve 280 tons and
28 tons of conventional aggregate and binder.
8. Objectives of the Project Work
8
To conduct various preliminary laboratory tests on all materials as per standard
specifications.
To design and develop a Conventional Warm Mix Asphalt (WMA) and the Warm
Mix Asphalt with Blast Furnace Slag replaced aggregates and waste materials
replaced fillers as per standard design method in the laboratory and to conduct
standard performance evaluation tests on the developed mixes.
To compare the performance of both mixes and to recommend the suitable
Warm Mix Asphalt mixture with Blast Furnace slag and fillers for the patching of
pothole.
9. Methodology
9
The first and the foremost thing of the project is that
procurement of material such as aggregate, Binder, Blast
furnace Slag and waste materials as fillers.
Preliminary laboratory test will be conducted as per relevant
code specifications.
Next, development of warm mix asphalt mixture will be
conducted for the pothole gradation based on IRC: 116-2014.
The comparison between conventional WMA and WMA with
Blast Furnace slag and waste materials will be made based on
performance evaluation.
At last, conclusions will be made for pothole patching with
optimum strength based on detailed resist analysis.
10. Contd…
10
LITERATURE REVEW
PROCUREMENT OF
MATERIALS
AGGRIGA
TE
WASTE
MATERIAL
S AS
FILLERS
PRELIMINARY LABORATORY
TEST
BFS
BINDE
R
DEVELOPMENT OF WMA
MIXTURE
ANALYSIS OF RESULT
PERFORMANCE EVALUATION
TEST
COMBINE
D
SPECIME
N
CONDUCTION AND
RECOMMENDATION OF
WMA MIX FOR POTHOLES
COMPARSION OF
PERFORMANCE OF BOTH
THE MIXES
WMA WITH BFS
AND WASTE
MATERIALS
CONVENTIONAL
WMA
11. References
11
(1) Viktors Haritonovs 2 and Martins Zaumanis 3.; Moreno, F.Warm mix asphalt: An overview. J.
Clean. Prod. 2012, 24, 76–84.
(2) Umair Hasana,c*, Andrew Whytea, Hamad Al Jassmib,c. State of the art review on mix design
and mechanical properties of warm mix asphalt. Road Mater.
Pavement Des. 2018, 20, 1501–1524.
(3 Dharsan GM1, Gokul S2 and M.Praba3 Performance evaluation of warm mix asphalt containing
reclaimed asphalt mixtures. Int. J.
Pavement Eng. 2016, 18, 981–989.
(4) Hayder Kamil Shanbara 2 and Tariq Al-Mansoori 3 S.A. Laboratory evaluation of rutting and
moisture damage resistance of glass fiber modified warm mix
asphalt incorporating high rap proportion. Constr. Build. Mater. 2017, 134, 626–640.
(5) Marco Pasetto1 and Nicola Baldo2. Long-Term Field Performance of Warm Mix Asphalt
Technologies; The National Academies Press: Washington, DC, USA, 2017
12. Contd…
12
(6) J Wielinski et al, (2009)– “fatigue and self-healing characterizes of asphalt composites containing
rock asphalts”. ELSEVIER
(7) C Hettiarachchi et al. (2018), A. Cancer incidence among male Norwegian asphalt workers. Am. J.
Ind. Med. 2003, 43, 88–95.
(8) Miss. Gauri et al (2017).. Comparative life cycle assessment of asphalt pavements using
reclaimed asphalt, warm mix technology and cold in-place recycling. Resour. Conserv. Recycl. 2015,
104, 224–238.
(9) Erkut Yalcin et al (2018). Performance evaluation of warm mix asphalt containing reclaimed
asphalt mixtures. Int. J.
Pavement Eng. 2016, 18, 981–989.