This document presents a study on experimental tests conducted on bituminous mixes modified with nanoclay. The study had two phases: the first analyzed the rheological properties of modified binders compared to standard binders through tests like penetration, softening point, and dynamic shear rheometer. The second phase compared performance of modified and standard mixes through indirect tensile strength, resilient modulus, dynamic creep, and fatigue resistance tests. The results showed nanoclay modification improved rutting resistance but standard mixes performed better in fatigue resistance, especially at low temperatures.
Crumb Rubber Modified Bitumen (CRMB) is hydrocarbon binder obtained through physical and chemical interaction of crumb rubber (produced by recycling of used tyres) with bitumen and some specific additives.
Introduction to superpave & Performance Grading(P.G)hisham123852
This document provides an overview of the Superpave system for designing asphalt pavements. It describes Superpave as including a new mixture design and analysis system based on pavement performance. The key aspects covered include: Superpave performance grading for asphalt binders based on climatic conditions; tests used for mixture design and performance prediction; simulation of field conditions through laboratory aging and testing at relevant temperatures; and specification of binder grades based on high and low pavement temperatures.
Mix design practice (bituminous mix) ce 463abhay mishra
The document discusses various methods for designing bituminous mixes, including the Marshall, Hveem, and Modified Hubbard-Field methods. The objective of bituminous mix design is to determine an optimal blend of aggregates and bitumen that provides sufficient bitumen for durability while maintaining stability, voids, and other properties to meet traffic and weather demands. Key steps involve preparing trial mixtures, testing stability and voids, and analyzing results to select the design bitumen content.
This ppt is about the cold mix asphalt. Some of its advantages and disadvantages over hot mix asphalt. Also some discussion about the test conducted on the cold mix asphalt and the result of it. And also discuss about the conclusion of above.
This document discusses the types and uses of geotextiles in pavement construction. It describes the three main types of geotextiles - woven, non-woven, and knitted - and explains how they are manufactured. The key functions of geotextiles in pavement are identified as separation, filtration, reinforcement, drainage, and erosion control. Geotextiles are typically placed between the subgrade and aggregate base layers in pavement to prevent mixing of materials and increase pavement strength and lifespan.
Mohamed Elkashef, Ph.D, representing the University of California, Davis Pavement Research Center (UCPRC) delivers a presentation on UCPRC's research related to the use of RAP in asphalt mixes. Presentation delivered on Nov. 7, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
Crumb Rubber Modified Bitumen (CRMB) is hydrocarbon binder obtained through physical and chemical interaction of crumb rubber (produced by recycling of used tyres) with bitumen and some specific additives.
Introduction to superpave & Performance Grading(P.G)hisham123852
This document provides an overview of the Superpave system for designing asphalt pavements. It describes Superpave as including a new mixture design and analysis system based on pavement performance. The key aspects covered include: Superpave performance grading for asphalt binders based on climatic conditions; tests used for mixture design and performance prediction; simulation of field conditions through laboratory aging and testing at relevant temperatures; and specification of binder grades based on high and low pavement temperatures.
Mix design practice (bituminous mix) ce 463abhay mishra
The document discusses various methods for designing bituminous mixes, including the Marshall, Hveem, and Modified Hubbard-Field methods. The objective of bituminous mix design is to determine an optimal blend of aggregates and bitumen that provides sufficient bitumen for durability while maintaining stability, voids, and other properties to meet traffic and weather demands. Key steps involve preparing trial mixtures, testing stability and voids, and analyzing results to select the design bitumen content.
This ppt is about the cold mix asphalt. Some of its advantages and disadvantages over hot mix asphalt. Also some discussion about the test conducted on the cold mix asphalt and the result of it. And also discuss about the conclusion of above.
This document discusses the types and uses of geotextiles in pavement construction. It describes the three main types of geotextiles - woven, non-woven, and knitted - and explains how they are manufactured. The key functions of geotextiles in pavement are identified as separation, filtration, reinforcement, drainage, and erosion control. Geotextiles are typically placed between the subgrade and aggregate base layers in pavement to prevent mixing of materials and increase pavement strength and lifespan.
Mohamed Elkashef, Ph.D, representing the University of California, Davis Pavement Research Center (UCPRC) delivers a presentation on UCPRC's research related to the use of RAP in asphalt mixes. Presentation delivered on Nov. 7, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
This document summarizes a study on the effects of Ground Granulated Blast Furnace Slag (GGBS) on the geotechnical properties of black cotton soil. The study involved testing black cotton soil mixed with varying percentages of GGBS. Tests showed that adding GGBS increased the maximum dry density and decreased the optimum moisture content of the soil. It also significantly reduced swelling, and increased the unconfined compressive strength and California bearing ratio of the soil. Using 30% GGBS improved the engineering properties of the black cotton soil to meet specifications. Therefore, GGBS can effectively stabilize black cotton soil.
soil stabilization using waste finber by RAJ S PYARArajkumar pyara
The document summarizes an experimental study on using waste plastic to stabilize soil. Key points:
- Tests were conducted on soil and plastic samples to determine properties like specific gravity, particle size distribution, Atterberg limits, and CBR value.
- Samples with varying percentages of mixed plastic (0-2%) were tested to find the optimum mix.
- Results showed that a 1.5% plastic mix achieved the highest CBR value of 5.98, improving strength over the natural soil CBR of 2.87.
- The study concluded that plastic can enhance soil stability up to a certain content but adding more plastic past the optimum amount has detrimental effects.
The reduced CO2 emissions of Geopolymer cements make them a good alternative to Ordinary Portland Cement.
Produces a substance that is comparable to or better than traditional cements with respect to most properties.
Geopolymer concrete has excellent properties within both acid and salt environments
Low-calcium fly ash-based geopolymer concrete has excellent compressive strength and is suitable for Structural applications.
This document discusses a project to study the use of fly ash for soil stabilization. The objectives are to identify the local soil type, analyze its properties, determine the optimum moisture content, and compare the properties with and without fly ash addition. The methodology involves collecting soil samples, conducting tests like proctor compaction and CBR to establish baseline properties, adding varying amounts of fly ash, and re-testing after curing to find the optimum fly ash dosage. The literature review covers previous studies analyzing improvements to soil strength and compressibility from fly ash addition. The expected outcomes are a better understanding of soil stabilization methods and identification of additional materials to further boost soil strength.
The document discusses the potential for geopolymer concrete to reduce CO2 emissions from the concrete industry. Geopolymer concrete is made from industrial byproducts like fly ash rather than Portland cement, and can offer benefits like higher strength, fire resistance, and durability while reducing CO2 by up to 90% compared to ordinary Portland cement concrete. The document outlines the production process of geopolymer concrete and its advantages over traditional concrete, as well as opportunities for its future use in infrastructure projects.
production tests aging of bitumen and modified Bitumen Abhijeet Bhosale
This document provides information on bitumen through a presentation by several people. It defines bitumen as a viscous liquid or solid consisting of hydrocarbons that is soluble in trichloroethylene. Bitumen is black or brown in color and has waterproofing and adhesive properties. It is produced from crude oil through fractional distillation. Different types of bituminous materials include tar, pitch and asphalt. The document also describes various tests conducted on bitumen like penetration test, ductility test, softening point test, and viscosity test. It provides recommended values for different bitumen grades based on these tests.
This document provides an overview of stone mastic asphalt (SMA), including its history, composition, advantages, disadvantages, and applications. SMA was developed in Germany in the 1960s to provide maximum resistance to rutting from studded tires. It has a high stone content of at least 70% that forms an interlocking skeleton structure filled with stiff bituminous mastic. SMA exhibits high resistance to rutting and wear, and increases pavement life by 20-30% over conventional pavements, making it suitable for heavily trafficked roads. However, it also has higher material and construction costs than other asphalt mixes.
This presentation includes in how many ways plastic can be used in soil stabilization. It covers how a waste material can be used without any additional increase in cost.
Polymer Modified Bitumen (PMB) for Road ConstructionJOMSON MATHACHAN
Bitumen is a by-product of fractional distillation of crude oil.
Current world consumption of bitumen is approximately 120 million tons per year.
In India, flexible pavements with bituminous surfacing are widely used.
Rapid development, exponential increase in traffic, and significant variations in daily and seasonal temperatures have shown some limitations in bitumen binder performance.
This document outlines a study on stabilizing black cotton soil using bagasse ash. It begins with an introduction on soil stabilization and properties of black cotton soil. The objectives are to determine the effectiveness of different percentages of bagasse ash on engineering properties of black cotton soil. The methodology involves tests on natural soil properties and treated soils. Literature discusses using bagasse ash and additives to improve soil strength. The results show 8% bagasse ash increases the CBR and UCS values of black cotton soil. The conclusion is that bagasse ash can be used to stabilize black cotton soil.
This document provides an overview of self-compacting concrete (SCC), including its materials, properties, tests, mix design, applications, and conclusions. SCC is defined as concrete that can flow and fill formwork without vibration due to its high deformability and passing ability. Key points include that SCC uses superplasticizers and viscosity modifying agents, has good filling and passing abilities, and sees applications in reinforced structures like bridges and tall buildings where concrete placement is difficult. The document concludes that SCC can save time and costs while enhancing quality and durability for construction.
This document discusses the modification of asphalt with nanoclay. Nanoclay is described as an eco-friendly and sustainable material that can improve the engineering properties of asphalt. The document outlines how nanoclay-modified asphalt is prepared by dispersing surfactant-modified nanoclay in solvent before mixing with asphalt. Characterization tests showed that nanoclay increases the toughness and aging resistance of asphalt and improves resistance to deicing agents. Overall, nanoclay modification creates a more durable asphalt with improved tensile strength at a lower cost.
This document summarizes research on geopolymer concrete as an alternative to traditional Portland cement concrete. Geopolymer concrete is made through a chemical reaction of aluminosilicate materials like fly ash with an alkaline solution, forming a three dimensional polymeric chain structure. It offers benefits over Portland cement like lower CO2 emissions in production, higher strength and durability, and the ability to utilize industrial waste materials. Some potential applications highlighted include use in coastal and cold weather construction for its chloride resistance, as well as airport runways and highways due to its heat resistance.
The Marshall stability and flow test provides the performance prediction measure for the Marshall mix design method. The stability portion of the test measures the maximum load supported by the test specimen at a loading rate of 50.8 mm/minute. Load is applied to the specimen till failure, and the maximum load is designated as stability. During the loading, an attached dial gauge measures the specimen's plastic flow (deformation) due to the loading. The flow value is recorded in 0.25 mm (0.01 inch) increments at the same time when the maximum load is recorded.
Use of Plastic Waste in Construction of flexible Pavement: A Creative Waste M...Amit Tyagi
This document discusses using plastic waste in the construction of flexible pavements. It begins by outlining the large amount of plastic waste generated in India annually and issues with disposal. It then describes how laboratory studies showed incorporating shredded plastic waste into bituminous mixes can improve mix properties. The methodology explained coats aggregates with melted plastic waste and bitumen at high temperatures. Roads constructed with this material showed benefits like increased durability, load capacity, and reduced cracking. Using plastic waste in road construction provides an effective waste management solution.
04-Superpave Binder Testing ( Highway and Airport Engineering Dr. Sherif El-B...Hossam Shafiq I
This document describes the tests used in the Superpave asphalt binder specification system. There are 7 tests that characterize properties related to pavement performance, including rotational viscometery for workability, dynamic shear rheometry and bending beam rheometry for rutting and cracking resistance, and pressure aging vessel conditioning to simulate long-term aging. Together these tests aim to improve pavement performance by reducing rutting, fatigue cracking, and low-temperature cracking through measurement and specification of rheological properties of asphalt binders.
Mechanical and chemical stabilization can modify soil properties. Mechanical stabilization involves rearranging particles and improving gradation by adding aggregates. Chemical stabilization uses cementing agents like cement, lime, and calcium chloride to bond soil particles. Portland cement increases strength and reduces shrinkage by cementing particles. Lime also increases strength over time through chemical reactions. Bitumen or asphalt stabilizes soils by binding loose particles or waterproofing. Calcium chloride increases compaction and early strength by replacing sodium ions in the soil. Proper mixing, compaction, moisture content, and curing are important for effective stabilization.
This document discusses using crumb rubber from waste tires in asphalt pavement. It begins with an introduction that notes the large volume of waste tires produced globally each year and the environmental issues with current disposal methods. The objectives are then stated as utilizing waste rubber in flexible pavement construction to reduce costs and natural resource usage. Various materials used are described, including aggregates, asphalt, and crumb rubber. Testing conducted on the materials is summarized. A literature review covers several papers on using crumb rubber in asphalt mixes. The methodology section outlines the test specimens prepared with different percentages of crumb rubber added. Marshall stability tests are then used to evaluate the mixtures and determine the optimal crumb rubber content.
Packing density is new kind of mix design method used to design different types of concrete. To
optimize the particle packing density of concrete, the particles should be selected to fill up the voids between
large particles with smaller particles and so on, in order to obtain a dense and stiff particle structure.
This document summarizes a study on the design of flexible pavements. It includes an abstract that outlines a comparison of total present costs between flexible pavement and jointed plain concrete pavement for two case study roads. The document then lists contents that will be covered, including introduction to flexible pavements and their layers/functions, different flexible pavement design approaches, testing and materials used, construction processes, and a conclusion. It provides an overview of flexible pavement requirements, types, load transfer mechanisms, and common flexible pavement constructions.
This document presents information on polymer modified bitumen roads, also known as plastic roads. It discusses the need to find uses for waste plastic which is difficult to dispose of. Laboratory studies showed that adding shredded waste plastic to bituminous road mixes can improve the properties of the mix by increasing strength and resistance to water. The document outlines the construction process for plastic roads which involves heating aggregates and bitumen, adding shredded plastic, and laying and compacting the mix. Field trials of plastic roads demonstrated benefits like increased strength and reduced maintenance costs. Potential disadvantages include leaching of toxins from some plastics during the road's usage.
Effect of Nanoclay on the Structure and Properties of High Density Polyethyle...iosrjce
In this study we prepared high density polyethylene (HDPE)/ clay nanocomposites by melt
compounding in a twin screw extruder with rotational speed of 50rpm and the temperatures of the zones are set
to 180-210°C.Different screw configuration have been used to study the effect of screw elements on the
properties of nanocomposites. screw configuration changed from dispersive to distributive type. Cloisite 15A
was used as the filler and weight percent of clay was fixed to 3wt%. Maleated polyethylene grafted polyolefins
supplied from Reliance ltd. A new combination of maleic anhydride grafted polyethylene prepared in our lab
through grafting also taken as compatibilizer.the samples were then characterized by XRD,FTIR and DSC. The
results showed that PE/clay nanocomposites provide better exfoliation with high dispersive screw
configuration. The addition of clay also increased the dispersion and crystallinity of the composite. The clay
particles helped the nanocomposites to develop toruos path that prevent the leakage of gas through it.
Rheological results indicated an increase in the viscosity with the addition of nano clay to PE. wide angle x-ray
diffraction shows the better exfoliation of nano particle clays in the polymer matrix. The mechanical, thermal
and rheological characteristics were measured by using differential scanning calorimetry (DSC), X-ray
diffraction (XRD). XRD indicates that Compatibilizer –nanoclay ratio plays an important role in the exfoliation
of clay in the polyethylene.
This document summarizes a study on the effects of Ground Granulated Blast Furnace Slag (GGBS) on the geotechnical properties of black cotton soil. The study involved testing black cotton soil mixed with varying percentages of GGBS. Tests showed that adding GGBS increased the maximum dry density and decreased the optimum moisture content of the soil. It also significantly reduced swelling, and increased the unconfined compressive strength and California bearing ratio of the soil. Using 30% GGBS improved the engineering properties of the black cotton soil to meet specifications. Therefore, GGBS can effectively stabilize black cotton soil.
soil stabilization using waste finber by RAJ S PYARArajkumar pyara
The document summarizes an experimental study on using waste plastic to stabilize soil. Key points:
- Tests were conducted on soil and plastic samples to determine properties like specific gravity, particle size distribution, Atterberg limits, and CBR value.
- Samples with varying percentages of mixed plastic (0-2%) were tested to find the optimum mix.
- Results showed that a 1.5% plastic mix achieved the highest CBR value of 5.98, improving strength over the natural soil CBR of 2.87.
- The study concluded that plastic can enhance soil stability up to a certain content but adding more plastic past the optimum amount has detrimental effects.
The reduced CO2 emissions of Geopolymer cements make them a good alternative to Ordinary Portland Cement.
Produces a substance that is comparable to or better than traditional cements with respect to most properties.
Geopolymer concrete has excellent properties within both acid and salt environments
Low-calcium fly ash-based geopolymer concrete has excellent compressive strength and is suitable for Structural applications.
This document discusses a project to study the use of fly ash for soil stabilization. The objectives are to identify the local soil type, analyze its properties, determine the optimum moisture content, and compare the properties with and without fly ash addition. The methodology involves collecting soil samples, conducting tests like proctor compaction and CBR to establish baseline properties, adding varying amounts of fly ash, and re-testing after curing to find the optimum fly ash dosage. The literature review covers previous studies analyzing improvements to soil strength and compressibility from fly ash addition. The expected outcomes are a better understanding of soil stabilization methods and identification of additional materials to further boost soil strength.
The document discusses the potential for geopolymer concrete to reduce CO2 emissions from the concrete industry. Geopolymer concrete is made from industrial byproducts like fly ash rather than Portland cement, and can offer benefits like higher strength, fire resistance, and durability while reducing CO2 by up to 90% compared to ordinary Portland cement concrete. The document outlines the production process of geopolymer concrete and its advantages over traditional concrete, as well as opportunities for its future use in infrastructure projects.
production tests aging of bitumen and modified Bitumen Abhijeet Bhosale
This document provides information on bitumen through a presentation by several people. It defines bitumen as a viscous liquid or solid consisting of hydrocarbons that is soluble in trichloroethylene. Bitumen is black or brown in color and has waterproofing and adhesive properties. It is produced from crude oil through fractional distillation. Different types of bituminous materials include tar, pitch and asphalt. The document also describes various tests conducted on bitumen like penetration test, ductility test, softening point test, and viscosity test. It provides recommended values for different bitumen grades based on these tests.
This document provides an overview of stone mastic asphalt (SMA), including its history, composition, advantages, disadvantages, and applications. SMA was developed in Germany in the 1960s to provide maximum resistance to rutting from studded tires. It has a high stone content of at least 70% that forms an interlocking skeleton structure filled with stiff bituminous mastic. SMA exhibits high resistance to rutting and wear, and increases pavement life by 20-30% over conventional pavements, making it suitable for heavily trafficked roads. However, it also has higher material and construction costs than other asphalt mixes.
This presentation includes in how many ways plastic can be used in soil stabilization. It covers how a waste material can be used without any additional increase in cost.
Polymer Modified Bitumen (PMB) for Road ConstructionJOMSON MATHACHAN
Bitumen is a by-product of fractional distillation of crude oil.
Current world consumption of bitumen is approximately 120 million tons per year.
In India, flexible pavements with bituminous surfacing are widely used.
Rapid development, exponential increase in traffic, and significant variations in daily and seasonal temperatures have shown some limitations in bitumen binder performance.
This document outlines a study on stabilizing black cotton soil using bagasse ash. It begins with an introduction on soil stabilization and properties of black cotton soil. The objectives are to determine the effectiveness of different percentages of bagasse ash on engineering properties of black cotton soil. The methodology involves tests on natural soil properties and treated soils. Literature discusses using bagasse ash and additives to improve soil strength. The results show 8% bagasse ash increases the CBR and UCS values of black cotton soil. The conclusion is that bagasse ash can be used to stabilize black cotton soil.
This document provides an overview of self-compacting concrete (SCC), including its materials, properties, tests, mix design, applications, and conclusions. SCC is defined as concrete that can flow and fill formwork without vibration due to its high deformability and passing ability. Key points include that SCC uses superplasticizers and viscosity modifying agents, has good filling and passing abilities, and sees applications in reinforced structures like bridges and tall buildings where concrete placement is difficult. The document concludes that SCC can save time and costs while enhancing quality and durability for construction.
This document discusses the modification of asphalt with nanoclay. Nanoclay is described as an eco-friendly and sustainable material that can improve the engineering properties of asphalt. The document outlines how nanoclay-modified asphalt is prepared by dispersing surfactant-modified nanoclay in solvent before mixing with asphalt. Characterization tests showed that nanoclay increases the toughness and aging resistance of asphalt and improves resistance to deicing agents. Overall, nanoclay modification creates a more durable asphalt with improved tensile strength at a lower cost.
This document summarizes research on geopolymer concrete as an alternative to traditional Portland cement concrete. Geopolymer concrete is made through a chemical reaction of aluminosilicate materials like fly ash with an alkaline solution, forming a three dimensional polymeric chain structure. It offers benefits over Portland cement like lower CO2 emissions in production, higher strength and durability, and the ability to utilize industrial waste materials. Some potential applications highlighted include use in coastal and cold weather construction for its chloride resistance, as well as airport runways and highways due to its heat resistance.
The Marshall stability and flow test provides the performance prediction measure for the Marshall mix design method. The stability portion of the test measures the maximum load supported by the test specimen at a loading rate of 50.8 mm/minute. Load is applied to the specimen till failure, and the maximum load is designated as stability. During the loading, an attached dial gauge measures the specimen's plastic flow (deformation) due to the loading. The flow value is recorded in 0.25 mm (0.01 inch) increments at the same time when the maximum load is recorded.
Use of Plastic Waste in Construction of flexible Pavement: A Creative Waste M...Amit Tyagi
This document discusses using plastic waste in the construction of flexible pavements. It begins by outlining the large amount of plastic waste generated in India annually and issues with disposal. It then describes how laboratory studies showed incorporating shredded plastic waste into bituminous mixes can improve mix properties. The methodology explained coats aggregates with melted plastic waste and bitumen at high temperatures. Roads constructed with this material showed benefits like increased durability, load capacity, and reduced cracking. Using plastic waste in road construction provides an effective waste management solution.
04-Superpave Binder Testing ( Highway and Airport Engineering Dr. Sherif El-B...Hossam Shafiq I
This document describes the tests used in the Superpave asphalt binder specification system. There are 7 tests that characterize properties related to pavement performance, including rotational viscometery for workability, dynamic shear rheometry and bending beam rheometry for rutting and cracking resistance, and pressure aging vessel conditioning to simulate long-term aging. Together these tests aim to improve pavement performance by reducing rutting, fatigue cracking, and low-temperature cracking through measurement and specification of rheological properties of asphalt binders.
Mechanical and chemical stabilization can modify soil properties. Mechanical stabilization involves rearranging particles and improving gradation by adding aggregates. Chemical stabilization uses cementing agents like cement, lime, and calcium chloride to bond soil particles. Portland cement increases strength and reduces shrinkage by cementing particles. Lime also increases strength over time through chemical reactions. Bitumen or asphalt stabilizes soils by binding loose particles or waterproofing. Calcium chloride increases compaction and early strength by replacing sodium ions in the soil. Proper mixing, compaction, moisture content, and curing are important for effective stabilization.
This document discusses using crumb rubber from waste tires in asphalt pavement. It begins with an introduction that notes the large volume of waste tires produced globally each year and the environmental issues with current disposal methods. The objectives are then stated as utilizing waste rubber in flexible pavement construction to reduce costs and natural resource usage. Various materials used are described, including aggregates, asphalt, and crumb rubber. Testing conducted on the materials is summarized. A literature review covers several papers on using crumb rubber in asphalt mixes. The methodology section outlines the test specimens prepared with different percentages of crumb rubber added. Marshall stability tests are then used to evaluate the mixtures and determine the optimal crumb rubber content.
Packing density is new kind of mix design method used to design different types of concrete. To
optimize the particle packing density of concrete, the particles should be selected to fill up the voids between
large particles with smaller particles and so on, in order to obtain a dense and stiff particle structure.
This document summarizes a study on the design of flexible pavements. It includes an abstract that outlines a comparison of total present costs between flexible pavement and jointed plain concrete pavement for two case study roads. The document then lists contents that will be covered, including introduction to flexible pavements and their layers/functions, different flexible pavement design approaches, testing and materials used, construction processes, and a conclusion. It provides an overview of flexible pavement requirements, types, load transfer mechanisms, and common flexible pavement constructions.
This document presents information on polymer modified bitumen roads, also known as plastic roads. It discusses the need to find uses for waste plastic which is difficult to dispose of. Laboratory studies showed that adding shredded waste plastic to bituminous road mixes can improve the properties of the mix by increasing strength and resistance to water. The document outlines the construction process for plastic roads which involves heating aggregates and bitumen, adding shredded plastic, and laying and compacting the mix. Field trials of plastic roads demonstrated benefits like increased strength and reduced maintenance costs. Potential disadvantages include leaching of toxins from some plastics during the road's usage.
Effect of Nanoclay on the Structure and Properties of High Density Polyethyle...iosrjce
In this study we prepared high density polyethylene (HDPE)/ clay nanocomposites by melt
compounding in a twin screw extruder with rotational speed of 50rpm and the temperatures of the zones are set
to 180-210°C.Different screw configuration have been used to study the effect of screw elements on the
properties of nanocomposites. screw configuration changed from dispersive to distributive type. Cloisite 15A
was used as the filler and weight percent of clay was fixed to 3wt%. Maleated polyethylene grafted polyolefins
supplied from Reliance ltd. A new combination of maleic anhydride grafted polyethylene prepared in our lab
through grafting also taken as compatibilizer.the samples were then characterized by XRD,FTIR and DSC. The
results showed that PE/clay nanocomposites provide better exfoliation with high dispersive screw
configuration. The addition of clay also increased the dispersion and crystallinity of the composite. The clay
particles helped the nanocomposites to develop toruos path that prevent the leakage of gas through it.
Rheological results indicated an increase in the viscosity with the addition of nano clay to PE. wide angle x-ray
diffraction shows the better exfoliation of nano particle clays in the polymer matrix. The mechanical, thermal
and rheological characteristics were measured by using differential scanning calorimetry (DSC), X-ray
diffraction (XRD). XRD indicates that Compatibilizer –nanoclay ratio plays an important role in the exfoliation
of clay in the polyethylene.
Clay is composed of fine-grained minerals that are plastic when wet and can harden when dried or fired. There are four main types of clay minerals. Nanoclays have at least one dimension in the nanometer range and are used to synthesize nanocomposites. Nanoclays are synthesized via a sol-gel process using acids and solvents, which results in a gel or powder. The addition of nanoclays to epoxy improves its mechanical properties like tensile strength and Young's modulus up to an optimal amount of 5wt%. Nanoclays have applications in cosmetics, drug delivery, lubricants, and wastewater treatment.
The document provides information on different types of bitumen and bitumen modification. It discusses natural bitumen, artificial bitumen including straight run bitumen and blown bitumen. It also describes cut back bitumen, emulsions, and modified bitumens including crumb rubber modified bitumen, natural rubber modified bitumen, and polymer modified bitumen. The document lists the advantages of modified bitumens and guidelines for their use. It provides details on consistency tests, performance tests, and grades of different modified bitumens.
Clay is a naturally occurring material composed of fine grained minerals that is plastic and can harden with water content changes. There are four main groups of clays including kaolinite, montmorillonite-smectite, illite, and chlorite. Nano-clays are minerals with at least one dimension in the nanometer range and have high aspect ratios. Montmorillonite nanoclay is commonly used and has a crystal lattice structure. Nanoclays are prepared through a process of purification and surface modification. They have applications as thickeners in inks, lubricating oils, cosmetics, wastewater treatment, and as drug delivery vehicles.
Adsorption characteristics of a cationic porphyrin on nanoclay at various pHZachary Rice
- The document analyzes the adsorption behavior of a cationic porphyrin molecule (TMAP) onto montmorillonite clay at various pH levels using buffers.
- Spectroscopic analysis showed TMAP adsorbed to the clay in a monolayer at low and high pH, while slightly acidic/neutral pH caused it to possibly rearrange or form aggregates on the surface.
- Absorption spectra of TMAP on clay exhibited red shifts compared to free TMAP in solution, indicating flattening and electron delocalization of the porphyrin rings when adsorbed.
DISPERSION NUCLEATING--EFFECTS OF POLYMER NANOCOPMPOSITESArjun K Gopi
The document discusses the effect of nanoparticle dispersion and loading on the mechanical properties of polymer nanocomposites. It finds that dispersing montmorillonite clay nanoparticles into vinyl ester resin using shear mixing and sonication improved the composite's compressive strength and modulus at 5% nanoparticle loading, but mechanical properties decreased with loadings over 5wt%. Similarly, epoxy composites containing up to 14% silica nanoparticles produced by sol-gel had improved modulus, microhardness and fracture toughness. The size and specific surface area of nanoparticles makes their dispersion more difficult compared to larger particles. Nucleating agents can increase crystallization rates of polymers by providing surfaces for crystal growth. Clay may have high nucleating effects
This document discusses aggregates and bituminous materials used in construction. It describes various types of aggregates including sand, gravel, crushed stone, and recycled concrete that are used as a base material or to extend asphalt and concrete. It outlines important properties of aggregates like density, absorption and shape. It also discusses uses of aggregates in bases, asphalt, and Portland cement. Further, it describes types and testing of bituminous materials like penetration graded bitumen, viscosity graded bitumen and modified bitumens used in construction.
rutting performance evaluation of polymer modified binder in HMA mix design Nur Zulkifli
The document provides background information on a study evaluating the rutting performance of hot mix asphalt (HMA) using polymer modified binders. It discusses factors that contribute to rutting in flexible pavements like excessive traffic loads and inadequate mixture stability. The objectives of the study are to determine and compare the rutting performance of HMA mixtures using unmodified and polymer modified binders. The scope will focus on evaluating rutting performance through the Asphalt Pavement Analyzer using three binder types (unmodified and two polymer modified) based on the Superpave mix design method.
Bitumin mixes for road report documentationkumawat123
This document provides an introduction and overview of bituminous mix design for highway construction. It discusses the objectives of bituminous mix design which are to produce a mix that is strong, durable, resistant to fatigue and deformation, environmentally friendly, and economical. The key constituents of a bituminous mix are described as coarse aggregates, fine aggregates, filler, and binder. Different types of mixes are also outlined, including dense-graded mixes and stone matrix asphalt. The document examines requirements for bituminous mixes such as stability, durability, flexibility, and workability. Foamed asphalt is defined and the evolution of mix design methods over time is reviewed.
The document discusses different types of roads based on factors like weather conditions, type of carriageway, pavement surfacing, and traffic volume. It also discusses India's road development plans and classification of roads into national highways, state highways, major district roads, and others. Some key aspects of highway planning and construction are mentioned, including surveys, preparation of master plans, alignment considerations, and different pavement structures.
This document is a summer intern project report on bituminous (asphalt) roads submitted by Shubham Paliwal to GLA University. It discusses the key steps in bituminous road construction including preparing the base, applying a tack coat, laying down the asphalt concrete layer, and compacting it. It also covers materials used like aggregates, asphalt, and tests performed on samples like flakiness index and bitumen extraction tests. The report provides an overview of bituminous road technology and construction methods.
This document discusses different types of modified bituminous materials used in pavement construction including polymer modified bitumen, bitumen rubber mixes, stone matrix asphalt, and warm mix asphalt. It provides details on the composition and properties of these materials. Polymer modified bitumen involves adding polymers like SBS or EVA to bitumen to improve its high temperature stability and resistance to deformation. Stone matrix asphalt contains a high percentage of coarse aggregate that forms an interlocking skeleton structure, filled with bitumen and filler, to provide durability and resist permanent deformation on heavily trafficked roads.
The document discusses construction equipment used for road construction. It begins with an introduction and then describes equipment used for site clearance like bulldozers, tractors, scrapers, and shovels. It also discusses equipment for subgrade preparation and base/sub-base construction like graders, rollers, dumpers, and crushers. Finally, it covers equipment for surface course construction of both flexible and rigid pavements like hot mix plants, pavers, mixers, sprayers, spreaders, and finishers. The document provides details on the purpose and functioning of various common pieces of construction equipment.
This document provides information on bitumen, which is used as a binding material in pavements. It discusses the types of bitumen including paving grade, modified, cutback and emulsion. Cutback bitumen has solvents added to increase fluidity while bitumen emulsion uses water. Modified bitumen has additives added to improve properties. The document also describes various tests conducted on bitumen like penetration, ductility, softening point and viscosity to determine hardness and grading. Bitumen requirements include adequate viscosity and adhesion properties. The grading of bitumen depends on the results of penetration tests.
This document discusses the design principles, components, and methods for designing both flexible and rigid pavements according to IRC standards, describing the roles of subgrade soil, pavement layers, traffic characteristics, and materials used for flexible pavements consisting of granular bases and bituminous surfaces, as well as jointed concrete slabs for rigid pavements. It also provides an example of designing a two-lane bypass pavement based on initial traffic volume, design life, growth rate, and subgrade CBR value.
This document summarizes a study that investigated modifying polystyrene (PS) with nanoclay to improve its mechanical properties. PS nanocomposites were prepared with different types of nanoclays using in-situ polymerization. The mechanical properties were highest with 2% vinyl clay, due to better interaction between vinyl groups on the clay and styrene monomer. A central composite design was used to optimize the clay and latex content. The model equations derived showed good fitting to experimental data. Scanning electron microscopy images showed the nanoclay was well dispersed improving mechanical properties. Thermogravimetric analysis indicated the composites had increased thermal stability compared to pure PS.
Bioprocessing and Characterization of Polyhydroxyalkanoate Blends from Cassia...IRJET Journal
This document summarizes research on blending polyhydroxybutyrate (PHB) with another biodegradable polymer called galactomannon to develop new biodegradable polymer blends. PHB was blended with galactomannon in different proportions and the blends were characterized using Fourier transform infrared spectroscopy and scanning electron microscopy. The molecular weights of PHB and PHB-galactomannon copolymers were also determined and compared to literature values. The results indicate that blending PHB with galactomannon maintains the biodegradability and properties of PHB while modifying its properties, providing a potential method for developing new biodegradable polymers.
experimental studies on high performance concrete using metakaolinIjripublishers Ijri
In this present experimental investigation an attempt is made to the strength and behavior of the meta kaolin, super
plasticiser and other chemicals on high performance concrete. Cement is replaced by 0%, 20% of Metakaolin by volume
of concrete, thus resulting in the increase in strength. Super-plasticizer is used to increase the workability of concrete,
increase the density and strength. It can permit the reduction in the water cement ratio up to 15%,.Dosage of superplasticizer
is 1.5% by weight of cement.
This document summarizes a student's research project on the effect of mix parameters on the performance and design of cold mix asphalt. The student investigated different mix designs using Marshall and gyratory compaction and tested properties like stability, flow, voids. For dense and gap graded mixes, the student determined optimum binder contents and compared performance. The dense graded mix performed better overall except for lower stability loss. The study showed initial stability depends on optimum total liquid content and higher liquid content requires more curing time.
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...IOSRJMCE
The objective of this paper is to study the properties of fresh and hardened self compacting concrete with varied percentages of metakaolin as mineral admixture (M40 grade). In this study cement is replaced by metakoalin with varied percentages, 20%, 22%, 24%, 26%, 28%, 30%, 32%, 34%, 36% & 38% with a constant packing factor of 1.14. In the present study, B233 GLENIUM super plasticizer is used. As per the European guidelines for Self-compacting concrete, the workability tests such as slump flow test, V-funnel test and L- box, U-box test were carried out in laboratory. The concrete specimens were cured in the tank for 7 and 28 days and tested for determining the compressive strength and split tensile strength and flexural strength respectively. From the study it is observed that workability and mechanical properties such as Compressive strength, Split tensile strength and Flexural strength test increased with increase in metakoalin up to 30% and decreased from 32% to 38%. Non Destructive Test is also performed to assess the quality of concrete in the hardened state.
This document summarizes a study on the structural properties and characterization of clay-based hybrid nanocomposites. Glass-epoxy composites were fabricated with halloysite nanotubular clay particles using hand lay-up technique. The composites containing 1%, 2%, and 3% halloysite nanoclay by weight were characterized using X-ray diffraction. XRD analysis showed that the intensity of diffraction peaks increased with higher nanoclay content, indicating improved dispersion of clay particles in the matrix. Pin-on-disk wear tests found that composite with 2% nanoclay exhibited the lowest wear rate, as clay particles improved the mechanical properties and wear resistance of the epoxy polymer matrix.
Comparison of physical and rheological properties of plain and crumb rubber m...eSAT Journals
This document compares the physical and rheological properties of plain and crumb rubber modified bitumen. It finds that crumb rubber modified bitumen has higher Marshall stability and lower flow values compared to plain bitumen. It also has higher complex modulus, indicating it is more stable and resistant to changes in temperature. Testing also showed crumb rubber modified bitumen has higher resistance to aging and higher indirect tensile strength ratios, meaning it is more resistant to moisture damage. Multiple shear creep recovery tests demonstrated crumb rubber modified bitumen has lower non-recoverable compliance, suggesting it may be more resistant to rutting in actual use. In summary, the addition of crumb rubber improves the properties and performance of bitumen.
Comparison of physical and rheological properties of plain and crumb rubber m...eSAT Journals
Abstract
Bitumen is predominantly used to construct pavements for roads, highways, and airports. Due to the viscoelasticity nature of bitumen,
it plays a predominant role in the performance of the pavements where temperature and rate of load application have a great
influence. In India, the specifications for bituminous binders rely on different empirical tests which have almost no significance on
their performance characteristics are reported. In this paper, the physical and rheological properties of bituminous binders commonly
used in India, at high and intermediate field temperatures are reported in terms of their performance characteristics. Considering
several factors that affect the behavior of bituminous binders, the effects of variations in temperature, rate of loading and amount of
loading are considered. The changes in the properties of commonly used grades of (60-70) bitumen both unmodified and modified
with crumb rubber have been reported. The Marshall properties and indirect tensile strength ratio are compared for the specimens
prepared at optimum binder content (OBC) for bituminous concrete (BC) grading-2. Crumb rubber modified bitumen shows higher
Marshall Stability, reduced flow, higher ITS ratio and improved rheological properties in terms of rutting.
Keywords: CRMB – crumb rubber modified bitumen, ITS- Indirect tensile strength, TFOT – Thin Film Oven test, DSRDynamic
shear rheometer MSCR- multiple shear creep recovery.
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
This document describes an experimental study on the mechanical properties of hybrid fiber reinforced blended concrete. In phase 1, ordinary Portland cement is partially replaced with metakaolin and dolomite at various percentages to determine the optimum mix. In phase 2, hybrid fibers of steel and carbon fibers are added at different percentages. In phase 3, the optimum mineral admixtures and fiber mix from phases 1-2 are used to test the mechanical properties of the blended concrete. Tests include compression, splitting tensile, and flexural strength at 7, 14, and 28 days to evaluate the concrete.
APPLICATION OF LAYERED AND NON-LAYERED NANO/MICRO PARTICLES IN POLYMER MODIFI...Arjun K Gopi
This document discusses the application of layered and non-layered nanoparticles in polymer modification. It describes how grafting polymers onto nanoparticle surfaces via irradiation can improve dispersion in polymers and enhance mechanical properties even at low filler loading. Methods for preparing polypropylene and epoxy nanocomposites are outlined. FTIR analysis shows grafted polymers chemically bond to nanoparticle surfaces. Tensile tests show grafted silica nanoparticles simultaneously increase modulus, strength and elongation of polypropylene. Layered nanoparticles also improve various thermal, barrier and mechanical properties when incorporated into polymers.
Literature study on Ferro-Geopolymer Flat PanelsSuhail Shaikh
Hardened cementations paste made from fly ash and alkaline solution.
Combines waste products into useful product.
Setting mechanism depends on polymerization.
Curing temp is between 60-90oC.
Flat panels are being used in floor construction for low cost housing due to it’s low cost and good structural performance and are suitable for low cost roofing, pre-cast units and man-hole covers.
Pre cast panels are also used for the construction of domes , vaults, grid surface and folded plates
Effect of Alccofine and Fly Ash Addition on the Durability of High Performanc...ijsrd.com
The aim of this Study is to evaluate the performance of concrete (HPC) containing supplementary cementitious materials such as Fly ash & Alccofine. The necessity of high performance concrete is increasing because of demands in the construction industry. Efforts for improving the performance of concrete over the past few years suggest that cement replacement materials along with Mineral & chemical admixtures can improve the strength and durability characteristics of concrete. Alccofine (GGBS) and Fly ash are pozzolanic materials that can be utilized to produce highly durable concrete composites. This study investigates the performance of concrete mixture containing Local Alccofine. in terms of Compressive strength, Sulphate Attack tests, Alkali test and RCPT (Rapid chloride penetration test) at age of 28 and 56 days. In addition find out the optimum dosage of alccofine and fly ash from that get M70 Strength, in final mix proportion perform a given test. Result show that concrete incorporating Alccofine and fly ash had higher compressive strength and alccofine enhanced the durability of concretes and reduced the chloride diffusion. An exponential relationship between chloride permeability and compressive strength of concrete is exhibited.
IRJET- Evaluation of Properties of Reactive Powder Concrete and Determination...IRJET Journal
This document discusses the evaluation of properties of reactive powder concrete (RPC) using locally available materials in India. RPC is an ultra-high strength concrete with no coarse aggregates. The document details the development of 9 different RPC mix designs varying the water-binder ratio, silica fume content, and superplasticizer dosage. Fresh and hardened properties like compressive strength, flexural strength, bond strength, and modulus of elasticity were tested on specimens cured with both normal and hot air curing. The maximum compressive strength of 108.63 MPa was achieved for a mix with 20% silica fume content and a water-binder ratio of 0.25, cured with hot air. Flexural strengths were found
INVESTIGATION ON CHARACTERSTICS PROPERTIES OF POLYPROPYLENE FIBRE – MODIFIED ...AsuSingh2
The document presents a project investigating the properties of polypropylene fibre-modified bitumen for road applications. It discusses the objectives, work plan, literature review on previous studies, description of materials used including polypropylene fibre and bitumen, test methodology, results from aggregate and bitumen testing, and plans for further tests and analysis. The project aims to study how adding polypropylene fibres to bitumen affects its properties to enhance road pavement design and durability. Various tests were conducted on aggregates and bitumen samples with and without fibre addition, and results were presented and analyzed.
Behaviour of normal concrete using superplasticizer under different curing re...University of Malaya
This document summarizes a study on the effects of different dosages of superplasticizer and curing conditions on the strength of normal concrete. Concrete cubes and cylinders were prepared with different amounts of superplasticizer (0-2% by weight of cement) and cured under four different conditions. The concrete was tested for compressive and tensile strength at 28 days. The results showed that water curing for 28 days produced the highest strengths. The compressive strength was highest with 0.5% superplasticizer and lowest with 1% superplasticizer dosage. It was found that superplasticizer can increase concrete strength without increasing the water-cement ratio.
IRJET-Aging of Bitumen Pavement a ReviewIRJET Journal
This document summarizes a research paper that studied the effects of aging on bitumen used in pavement. It discusses how aging causes bitumen to harden over time through oxidation and loss of volatile components, resulting in increased viscosity and stiffness of the asphalt mixture. The research examined how different filler materials affect the aging of both neat bitumen and modified bitumen. Studies showed that modified bitumen binds aged less than neat bitumen. The objectives of the study were to analyze the effects of aging on various properties of neat and modified bitumen samples, including softening point, viscosity, penetration value, and rheological properties.
Effects of waste glass powder in concrete_Abalaka et al 2015.pdfbabatundeolawuyi
The document investigates the effects of waste glass powder (WGP) on the strength and water absorption properties of normal strength concrete. Test results show:
1) Strength losses were recorded for concrete with WGP at all ages compared to the control, but water absorption was lower with WGP at 28 and 180 days.
2) Higher WGP content required more plasticizer to maintain workability but led to lower early strength.
3) WGP increased water demand in cement paste and caused initial faster but later slower setting compared to the control.
IRJET- Influence on Compressive Stregnth of Concrete on Addition of Micro Alu...IRJET Journal
This document presents the results of an experimental study on the influence of micro alumina particles on the compressive strength of concrete. Concrete cubes were made with various percentages of micro alumina particles replacing cement by weight. Testing found that cubes with 4% micro alumina had 13% higher 7-day compressive strength, while cubes with 12% had 22.79% higher 28-day compressive strength compared to controlled specimens. The study aims to determine the optimal percentage of micro alumina particles for improving compressive strength of concrete.
ROOF TILE POWDER AS A PARTIAL REPLACEMENT TO CEMENT IN MASONRY MORTARcivej
Ordinary Portland cement is an inevitable material for construction. However, it is highly energy intensive
and liable for the emission of green house gases. In this context, utilization of pozzolanic materials as
supplementary cementing materials has become the leading research interest in recent decades. Roof tile
industries generate huge amount of solid waste materials during their manufacturing processes. Disposal
of these waste materials is serious environmental concern. This paper presents the results of the study
conducted on the potential of roof tile powder (RTP) as a cement replacement material in mortar. The
physical, chemical and mineralogical compositions of RTP were investigated. Strength characteristics of
masonry mortar with varying proportions of RTP as cement replacement were tested. The test results verify
the potential of roof tile powder as partial replacement to cement in masonry mortar upto an extend of 15-
20% in 1:3 and 1:5 mortar proportions respectively.
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AI for Legal Research with applications, toolsmahaffeycheryld
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Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
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Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
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DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELijaia
As digital technology becomes more deeply embedded in power systems, protecting the communication
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Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
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Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
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the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Prediction of Electrical Energy Efficiency Using Information on Consumer's Ac...PriyankaKilaniya
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Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
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2. CONTENTS
INTRODUCTION
LITERATURE REVIEW
RESEARCH GAP
RESEARCH OBJECTIVE
RESEARCH SCOPE
MATERIALS AND METHODS
RESEARCH OUTCOMES AND SIGNIFICANCES
3. INTRODUCTION
Bitumen used as a binder for road paving applications is a
form of liquid at high temperature and become brittle at low
temperatures which can cause high temperature rutting ,low
temperature cracking of the pavement and limits its
applications .
About 98 percent of paved roads in India have flexible
pavements which have surfacing of Bituminous mixes with
different thicknesses.
Physical properties and temperature susceptibility
characteristics of the bitumen influence pavement stiffness,
both at high and low field-operating temperatures, and thereby
can affect final performance of the mixture
4. INTRODUCTION
Pavement distresses such as rutting at high temperatures can be
reduced by using modified bitumen.Addition of polymers to
bitumen is known to impart enhanced service properties such
as improved thermo mechanical resistance, elasticity and
adhesivity. But polymer modified bitumens are expensive,
difficult for operation and incompatible.Therefore further
efforts should be made for exploring new modifiers.
Montmorillonite modified bitumen composition have been
successfully used to improve both physical and rheological
property of bitumen. It has exhibited a decreasing
penentration,an increasing softening point, a decreasing
ductility properties.
5. INTRODUCTION
Most of roads develop distress like raveling, undulations,
rutting,cracking,bleeding,shoving of bituminous surfacing.
Pavement performance is determined by properties of bitumen
as bitumen is a continuous phase,only deformable component ,
binding material and protective coating which plays a key role
in performance related properties of bituminous mix.
Low temperature in winter can stiffen the binder and reduce the
flexibility of paved mix resulting in cracking and other
distresses.
Hence modification may be necessary for better performing
bituminous mix and to solve the problem of premature failure
to some extent.
6. LITERATURE REVIEW
Daniel Beyene Ghile,2006: Two types of nanoclay modifications were
studied ;nanofill and cloisite the study work was to conduct a comparative
test program on binders containing standard and nanoclay modified asphalts
and assess the effects of asphalt properties on pavement performances
Lamya M. J. Mahdi1, Ratnasamy Muniandy1, Robiah Bt. Yunus2,
Salihudin Hasham1, Eltaher Aburkaba1,2013:
Two types of organic montmorillonite nanoclay (N3 and N4) were chosen
to blend with 80/100 base asphalt in various concentrations (3%, 7% and
9%) by weight of the asphalt and subjected to aging using the Rolling Thin
Film Oven in order to simulate short term aging.
H.L.ZHAANG.J.Y.YU,L.H.XUE AND Z.L.LI,2011:Effect of
montmorillonite organic modification on microstructures and ultraviolet
aging properties of bitumen was investigated by characterising the micro
structures of MMT modified bitumen by X-ray diffraction(XRD),Fourier
transform infrared spectroscopy and atomic force microscopy.
7. LITERATURE REVIEW
D.B.Ghile,A.A.A Molinaar,M.F.C Van De Ven,J.Besamusca:Nano
technology applied in bitumen to improve asphalt mix behavior.This paper
reported the change in rheological properties due to addition of nano clay
which helped in reducing the phase angle,increasing stiffness and reducing
the ageing of bitumen at some extent.
S.Ghaffarpour Jahromi,N.AAhmadi,SM Mortazavi and S Vossough,2011;
Rutting and fatigue behavior of nanoclay modified bitumen.The objective of
this study was to evaluate the conventional and rheological properties of
binders containing various percentages of organic montmorillonite nanoclay
particles before and after a short-term aging process.
Gang LIU,2011:Characterization and identification of Bituminous
materials modified with montmorillonite nanoclay .
8. RESEARCH OBJECTIVE
The main objective of the study work is to conduct a
comparative test program on bitumen and bituminous mixes
and to evaluate the effects of montmorillonite on performance
of bituminous mixes containing standard and nano modified
bitumen.
The specific objectives of the study are:
Study the nanoclay modifiers at nanoscale level.
To determine the optimum dosage of montmorillonite
Investigate and evaluate the role of different percentages of
montmorillonite modifiers in changing the rheological
properties of bitumens.
9. Study the effect of the nanoclay modifiers on ageing
effect of the binder
To compare the performance of montmorillonite-modified
mixes with that of plain bituminous mixes.
10. RESEARCH SCOPE
The study comprises of nanoclay modifiers (montmorillonite)
on two types of binders (40/60, 70/100). The proportions of the
nanoclay modifiers considered in the study work are 3% and
6% in relation to the weight of the binder. Taking into account
the different test types performed, the different types and
proportions of modifiers and the different mixture types, the
overall study work done is broad and versatile.
11.
12. METHODOLOGY
The experimental methodology consist of the following four essential phases.
Phase I: Material Collection
Aggregate: crushed Granite coarse and fine aggregate were from collected
from quarry.
Binder: Plain bitumen of viscosity grade 30 (VG30).
Modifier or additive: Montmorillonite produced by market.
Phase II: Material Characterization
Standard test such as Aggregate Crushing Strength, Impact value, Stripping
value, Los Angeles Abrasion value, Specific gravity and Combined
Elongation and Flakiness tests to characterise the aggregates.
Standard tests such as Penetration, Softening point, Specific gravity,
Ductility and Viscosity tests to characterise the bitumen.
13. Phase III: Preparation of test specimens
Standard Marshall Specimens.
Compaction using standard and modified hammer.
No of blows 75 on either side.
Phase IV: Performance Testing
Marshall Test to assess strength of different bituminous mixes.
Indirect Tensile Strength of conditioned and unconditioned
specimens to evaluate the rutting potential and moisture
susceptibility.
14. In this study work two phases of experimental tests are
performed and reported
In this study work two phases of experimental tests are performed
and reported.
The first phase of the study work comprises analysis of rheological
properties of the modified binder in relation to standard binder.
The tests performed include
1. X-ray and microscopic analyses of the nanoclay
modifiers(montmorillonite)
2. Empirical rheological analysis (penetration, softening
point,ductillity test,specific gravity test)
3. Fundamental rheological properties measured with the
dynamic shear rheometer (DSR).
15. The second phase comprises comparative tests and analyses
between modified mix and standard dense mix.
The tests performed in this phase are indirect tensile
1. strength tests at five temperature values, dynamic stiffness
tests at different temperature values
2. Fatigue resistance tests at different temperature values and
deformation at three different temperatures and three different
loading values.
16. FIRST PHASE
X-ray analysis:
X-ray analysis was performed for two main purposes being:
• 1. To know the elemental composition of the nanoclay materials
• 2. To know the chemical composition and if possible the chemical
formula of the basic molecules of the nanoclay materials
• a. Qualitative wavelength dispersive spot analyses: This test was
performed to get a qualitative analysis about the elemental
composition of the nanoclay modifiers.
• b. X-ray diffraction: This test was performed to get the chemical
composition of the compounds of the nanoclay. This is done by
determining the crystal shape of the nanoclay compounds through
the test and correlating them with close match compounds from the
library.
18. MICROSCOPIC ANALYSIS
• This test was performed to get insight on the size,
shape,arrangement and interaction of the particles of the
nanoclay modifiers at nanoscale level. The analysis was
done using an electron microprobe
Plastic analysis:
• To get an idea on the consistency of the nanoclay materials a
plastic limit test was performed on both materials
19.
20. RHEOLOGICAL TESTS
The rheological tests done are of two types:
i. Empirical rheological tests: These comprise the penetration
test and softening point test,ductility test
ii. Fundamental rheological tests: These comprise tests with the
DSR, Rotating Cylindrical Ageing Tester (RCAT),PAV.
iii.And then it is followed by penetration and softening point
computations by comparing modified and standard bitumen.
21. EMPERICAL RHEOLOGICAL TESTS
PENETRATION TEST
• Penetration tests determines the hardness or softness of bitumen by
measuring the depth in tenths of a millimeter to which a standard loaded
needle will penetrate vertically in five seconds at a temperature of 25°C.
• The penetration test determines the consistency of bitumen for purpose of
grading. The softer the bitumen, the greater will be the penetration value.
SOFTENING POINT TEST
The softening point is the temperature at which the substance attains
particular degree of softening under specified condition of test.
Generally higher softening point indicates lower temperature susceptibility
and is preferred in warm climates. Hard grade bitumen possesses higher
softening point than soft grade bitumen
22. DUCTILITY TEST
Ductility test gives a measure of adhesive property of bitumen
and its ability to stretch.
As the binders form ductile thin films around the aggregates, a
certain minimum ductility is necessary for a binder to
withstand the temperature changes in mixes and the repeated
deformations that occur due to the traffic loads.
23. DSR
The discussion on DSR test results comprises the following areas:
A typical DSR test results analysis which comprises :
frequency sweep analysis;
master curve and black diagram.
Comparison of the master curves of the stiffness of the
modified and unmodified binders.
Comparison of the master curves of phase angles of the
modified and unmodified binders.
Analysis of the change in ageing effect of the binder due to the
modification.
Analysis of the rutting and fatigue resistance parameters for
the modified and unmodified binders.
24. Frequency sweep DSR test results
The frequency sweep results can be used in the construction of
master curves and black diagrams
Master curve of stiffness and phase angle
Construction of mater curves of stiffness and phase angle is of great
significance because:
it can describe rheological properties of bitumen under a wide range
of loading frequencies for a selected temperature value;
a comparison of stiffness and phase angle values of the modified and
unmodified binders is better described by master curve values than
frequency sweep results;
an effect of modification on the ageing effect of the binder can also
be better explained and clarified using master curve values than the
frequency sweep results.
25. BLACK DIAGRAM
The black diagram relates the complex modulus with the phase
angle value and is unique for a selected binder type. The black
diagram is seen as a fingerprint of the binder. It can tell us how
the two values are related under wide temperature ranges
SHORT TERM AGEING EFFECT ANALYSIS
The short term ageing effect analysis is performed based on the
master curves of the stiffness and phase angle values
26.
27.
28.
29.
30. PREPARATION OF SPECIMEN
CHARACTERIZATION OF AGGREGATES
In order to access the suitability of the aggregate for road
construction, the mechanical and physical properties of
aggregates are tested in laboratory.
Crushing value
los angles abrasion value,
impact value,
specific gravity of course and fine aggregate,
combined elongation and flakiness index
31. MARSHALL STABILITY TEST
The Marshall stability of the mix is defined as the maximum
load carried by the specimen at a standard test temperature of
60 degree Celsius the temperature which represents the
weakest condition for a bituminous pavement in use.
The steps involved in this test are
• Mixing
• Compaction
• Mix properties
32. MIXING PROCESS
The coarse and fine aggregate were taken in the specified
proportions so as to produce compacted bituminous mix specimens
of thickness 63.5mm approximately and the weighed quantity of
bitumen corresponding to each percentage was added to the heated
aggregate and thoroughly mixed at the specified mixing temperature,
using a mechanical mixer.
COMPACTION METHOD
To evaluate the effect of compaction on mix properties two types of
compaction methods were adopted. Standard Marshall Compaction
and modified Marshall Compaction efforts were analyzed by
comparing the volumetric properties and performance parameters of
mixes prepared with different types of compaction hammers
33. MIXING PROPERTIES
The important properties of the mix are
theoretical specific gravity(Gt)
the bulk specific gravity of the mix(Gm)
percent air voids(Vv)
percent volume of bitumen(Vb)
percent voids in mineral aggregate(VMA) and
percent voids filled with bitumen(VFB)
34. SECOND PHASE
Tests are to be performed on modified and standard dense
bituminous mixtures and the comparison of the test results to
see the effect of the clay modification on the performance of
the asphalt mixtures.
The performance tests selected for comparison are:
i. Indirect tensile strength test
ii. Resilient modulus test
iii. Dynamic creep test
iv. Fatigue resistance test
35. DYNAMIC CREEP TEST
Dynamic creep test is performed to:
determine the resistance to permanent deformation of the standard
and modified dense mixtures at high temperatures and make a
comparative analysis;
investigate the effect of variation of temperature and level of applied
pressure on the permanent deformation resistance response of the
modified and standard dense mixes.
INDIRECT TENSILE STRENGTH discusses on:
Test result analysis and comparison of indirect tensile strength
values of the modified and unmodified dense asphalt mixtures;
comparison of the fracture energy of the modified and unmodified
asphalt mixtures
36. RESILIENT MODULUS TEST
The resilient modulus test is performed to :
Determine the elastic moduli of the modified and standard dense
mixtures and develop master curves for each mix;
Make a comparative analysis of resilient modulus values between
the standard and modified dense mixtures.
FATIGUS RESISTANCE TEST
Fatigue resistance test is performed to determine the fatigue
resistance of the standard and modified dense mixtures at
different test temperatures and loading conditions and
to make a comparative analysis of their fatigue resistance.
37.
38. MODELS USED IN THE STUDY ARE
Using regression analysis, fatigue equations were developed.
The linear regression models of fatigue life (Nf) with resilient
modulus (Mr) are developed and Linear Regression equation
between Fatigue life (Nf) and Initial strain (Ɛ)
ANOVA analysis was done between the fatigue life of the
control with nano-modified mixes at 5% binder content for
VG30. The null hypothesis is their means are equal and the
alternative hypothesis is their means are not equal.
39. OUTCOME
• From the previous studies Tests performed on binders and
dense asphalt mixtures proved that the nanoclay modifications
helped to increase the stiffness, to improve the rutting
resistance of the standard 40/60 binder.
In addition, the indirect tensile strength and fracture energy
values are increased due to modification.
The nanofill modification helps to improve the ageing
resistance of the 70/100 binder in the short term and long term
too.
However, when it comes to fatigue resistance performance, the
standard binders/mixtures were performing better than the
nanoclay modified binders /mixtures especially at low test
temperatures.
40. REFERENCES
ASTM D5581 (1996). “Resistance to plastic flow of bituminous mixes
using Marshall Apparatus”.
ASTM D6931 (2007). “Standard Test Method for Indirect Tensile (IDT)
Strength of Bituminous Mixes
Fundamental Characterization of Asphalt Clay Nano-Composites
Dr. John Read and Mr. David Whiteoak, 2003, The Shell Bitumen Hand
book, UK
NCHRP report 459, 2001, characterization of modified asphalt binders in
superpave mix design, Washington D.C.
TRB report number 1454, 1994, Asphalt concrete mixture design and
performance,Washington D.C.
TRB report number 1590, 1997, Asphalt mixture quality characteristics and
performance, Washington D.C.
41. REFERENCES
TRB report number 1789, 2002, bituminous paving mixtures materials and
construction,Washington D.C.
TRB report number 1832, 2003, bituminous paving mixtures, Washington
D.C.
TRB report number 1488, 1995, unmodified and modified asphalt binders,
WashingtonD.C
D.B Ghile, A.A.A. Molenaar, M.F.C. van de ven, J. Besamusca, CROW
conference WW2006, Nanotechnology applied to bitumen to improve
asphalt mixture behavior Doorwerth, The Netherlands
Prf.dr.A.A.A. Molenaar, D.B Ghile, Ir.M.F.C. van de ven ,December 2005,
report number 7-04-110-25, CROW report, Effect of nano-clay modification
on rheology of bitumen ,The Netherlands