This document presents the results of an experimental study analyzing the use of egg shell powder (ESP) as a partial replacement for cement in concrete. ESP was used to replace 0-20% of the cement by weight in increments of 5%. Concrete mixtures were tested for properties including compressive strength, density, and cost. Results showed that replacing cement with ESP reduced the density and initial compressive strength of the concrete. However, adding an admixture improved the 7-day and 28-day compressive strengths even with ESP replacements up to 15%. Replacing 10% of cement with ESP and an admixture produced concrete with comparable strength to normal concrete at a similar cost, demonstrating the potential of ESP as a sustainable cement replacement.
IRJET- An Experimental Investigation on Workability and Mechanical Proper...IRJET Journal
The document reports on an experimental investigation into using egg shell powder as a partial cement replacement in concrete. Egg shell waste is a potential resource that can be used to create more sustainable concrete. The study tested the workability and mechanical properties of M20 grade concrete with egg shell powder replacements of 10-50%. Testing included compressive, split tensile, and flexural tests at curing periods of 3, 7, and 28 days. Results showed that concrete with 10% egg shell powder replacement provided comparable strength to conventional concrete, making it a promising eco-friendly partial cement replacement.
IRJET- Partial Replacement of Cement with Fly Ash Cenospheres in Cement C...IRJET Journal
This document summarizes research into partially replacing cement with fly ash cenospheres in concrete. Experimental tests were conducted replacing cement at levels of 0%, 4%, 8%, 12%, 16%, and 20% by mass. Compressive, split tensile, and flexural strength tests were performed on samples cured for 7 and 28 days. The results showed that replacing 8% of cement with cenospheres improved compressive strength by 11.69%, split tensile strength by 26.2%, and flexural strength by 33.73% compared to normal concrete. Replacing more than 8% of cement reduced strengths below design limits. Thus, the optimum replacement of cement with cenospheres was determined to be 8%
IRJET- An Experimental Study on Air Entrained Mortar by Utilising Lather AgentIRJET Journal
This document presents research on producing an air-entrained mortar utilizing sugarcane ash and a lather agent. Mortar samples were produced with 10%, 30%, and 50% cement replaced by sugarcane ash. The samples were tested for compressive strength and water absorption at 7, 14, and 28 days. Results showed compressive strengths of 11.2 MPa, 8.5 MPa, and 7.3 MPa respectively for the 10%, 30%, and 50% sugarcane ash replacements compared to 12.5 MPa for a conventional mortar. Water absorption also increased with higher sugarcane ash content. The study concludes the mortar produced is beneficial due to lower cost and weight while being
Study on Rheological & Mechanical Properties of SCM using Mineral Admixture a...IRJET Journal
This document presents a study on the rheological and mechanical properties of self-compacting mortar (SCM) using mineral admixtures as a partial replacement for cement. Ternary and quaternary SCM mixes were developed with different percentages of fly ash, metakaolin, and silica fume replacing cement. Fresh properties were evaluated using mini slump and mini V-funnel tests. Hardened properties of compressive and flexural strength were determined after 7, 14, and 28 days of curing. The results showed that ternary mixes with 20% fly ash and 10% metakaolin (M1.2) and 10% metakaolin and 5% silica fume, as
AN EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CONCRETE WITH PARTIAL REPLA...IRJET Journal
This study experimentally investigated the mechanical properties of concrete with partial replacements of cement by egg shell powder and coarse aggregate by ceramic tile waste.
Fresh and hardened properties of the concrete mixes were tested. Workability was determined using slump tests and showed that workability increased with higher egg shell powder content up to 9% replacement.
Compressive, split tensile, and flexural strengths were tested at 7 and 28 days of curing. The strengths generally increased up to 9% egg shell powder and 24% ceramic tile waste replacements due to their fineness improving binding.
The optimum mix with the highest strengths was found to be 9% egg shell powder and 24% ceramic tile waste replacement, achieving compressive strengths
IRJET- Experimental Investigation of Formulation and Characterization of Bioc...IRJET Journal
1. The study experimentally investigated the formulation and characterization of biocretes by partially replacing coarse aggregate in concrete with oyster shells.
2. Specimens with 0%, 5%, 10%, and 20% replacement of coarse aggregate with oyster shells were tested to determine their compressive, tensile, and flexural strengths at various ages.
3. The results showed that 10% replacement of oyster shells produced the highest compressive strength. Up to 10% replacement can produce concrete with good strength properties.
Experimental study of concrete using coir powder & fly ashIRJET Journal
This study experimentally investigates the use of coir powder and fly ash to partially replace cement in concrete. Concrete cubes and cylinders were made with varying replacement levels of 30-60% fly ash and 40-70% coir powder. Compressive strength was tested at 7, 14, and 28 days, while tensile strength was tested at 28 days. Results showed that compressive strength increased with higher replacement levels up to 60% fly ash and 70% coir powder. Using these industrial byproducts provided initial strength gains while reducing cement usage and environmental pollution. The study concluded that partial cement replacement is an effective way to utilize waste materials in concrete production.
IRJET- Experimental Study on Effect on Compressive Strength of Interlocki...IRJET Journal
This study experimentally investigated the effect on compressive strength of interlocking tiles by replacing cement and aggregate with bagasse ash, lime, and demolished concrete. Tiles were produced with varying proportions of bagasse ash (20-50%) and lime as cement replacements. Testing found that replacing 30% cement with 30% bagasse ash and 70% lime produced the highest strength at 72.28% of standard tiles. This reduced cement consumption and cost while providing adequate strength, providing an eco-friendly and economical building material alternative.
IRJET- An Experimental Investigation on Workability and Mechanical Proper...IRJET Journal
The document reports on an experimental investigation into using egg shell powder as a partial cement replacement in concrete. Egg shell waste is a potential resource that can be used to create more sustainable concrete. The study tested the workability and mechanical properties of M20 grade concrete with egg shell powder replacements of 10-50%. Testing included compressive, split tensile, and flexural tests at curing periods of 3, 7, and 28 days. Results showed that concrete with 10% egg shell powder replacement provided comparable strength to conventional concrete, making it a promising eco-friendly partial cement replacement.
IRJET- Partial Replacement of Cement with Fly Ash Cenospheres in Cement C...IRJET Journal
This document summarizes research into partially replacing cement with fly ash cenospheres in concrete. Experimental tests were conducted replacing cement at levels of 0%, 4%, 8%, 12%, 16%, and 20% by mass. Compressive, split tensile, and flexural strength tests were performed on samples cured for 7 and 28 days. The results showed that replacing 8% of cement with cenospheres improved compressive strength by 11.69%, split tensile strength by 26.2%, and flexural strength by 33.73% compared to normal concrete. Replacing more than 8% of cement reduced strengths below design limits. Thus, the optimum replacement of cement with cenospheres was determined to be 8%
IRJET- An Experimental Study on Air Entrained Mortar by Utilising Lather AgentIRJET Journal
This document presents research on producing an air-entrained mortar utilizing sugarcane ash and a lather agent. Mortar samples were produced with 10%, 30%, and 50% cement replaced by sugarcane ash. The samples were tested for compressive strength and water absorption at 7, 14, and 28 days. Results showed compressive strengths of 11.2 MPa, 8.5 MPa, and 7.3 MPa respectively for the 10%, 30%, and 50% sugarcane ash replacements compared to 12.5 MPa for a conventional mortar. Water absorption also increased with higher sugarcane ash content. The study concludes the mortar produced is beneficial due to lower cost and weight while being
Study on Rheological & Mechanical Properties of SCM using Mineral Admixture a...IRJET Journal
This document presents a study on the rheological and mechanical properties of self-compacting mortar (SCM) using mineral admixtures as a partial replacement for cement. Ternary and quaternary SCM mixes were developed with different percentages of fly ash, metakaolin, and silica fume replacing cement. Fresh properties were evaluated using mini slump and mini V-funnel tests. Hardened properties of compressive and flexural strength were determined after 7, 14, and 28 days of curing. The results showed that ternary mixes with 20% fly ash and 10% metakaolin (M1.2) and 10% metakaolin and 5% silica fume, as
AN EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CONCRETE WITH PARTIAL REPLA...IRJET Journal
This study experimentally investigated the mechanical properties of concrete with partial replacements of cement by egg shell powder and coarse aggregate by ceramic tile waste.
Fresh and hardened properties of the concrete mixes were tested. Workability was determined using slump tests and showed that workability increased with higher egg shell powder content up to 9% replacement.
Compressive, split tensile, and flexural strengths were tested at 7 and 28 days of curing. The strengths generally increased up to 9% egg shell powder and 24% ceramic tile waste replacements due to their fineness improving binding.
The optimum mix with the highest strengths was found to be 9% egg shell powder and 24% ceramic tile waste replacement, achieving compressive strengths
IRJET- Experimental Investigation of Formulation and Characterization of Bioc...IRJET Journal
1. The study experimentally investigated the formulation and characterization of biocretes by partially replacing coarse aggregate in concrete with oyster shells.
2. Specimens with 0%, 5%, 10%, and 20% replacement of coarse aggregate with oyster shells were tested to determine their compressive, tensile, and flexural strengths at various ages.
3. The results showed that 10% replacement of oyster shells produced the highest compressive strength. Up to 10% replacement can produce concrete with good strength properties.
Experimental study of concrete using coir powder & fly ashIRJET Journal
This study experimentally investigates the use of coir powder and fly ash to partially replace cement in concrete. Concrete cubes and cylinders were made with varying replacement levels of 30-60% fly ash and 40-70% coir powder. Compressive strength was tested at 7, 14, and 28 days, while tensile strength was tested at 28 days. Results showed that compressive strength increased with higher replacement levels up to 60% fly ash and 70% coir powder. Using these industrial byproducts provided initial strength gains while reducing cement usage and environmental pollution. The study concluded that partial cement replacement is an effective way to utilize waste materials in concrete production.
IRJET- Experimental Study on Effect on Compressive Strength of Interlocki...IRJET Journal
This study experimentally investigated the effect on compressive strength of interlocking tiles by replacing cement and aggregate with bagasse ash, lime, and demolished concrete. Tiles were produced with varying proportions of bagasse ash (20-50%) and lime as cement replacements. Testing found that replacing 30% cement with 30% bagasse ash and 70% lime produced the highest strength at 72.28% of standard tiles. This reduced cement consumption and cost while providing adequate strength, providing an eco-friendly and economical building material alternative.
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash BricksIRJET Journal
This document describes a study that experimentally tested replacing fly ash with sewage treatment plant (STP) dry sludge in manufacturing fly ash bricks. STP sludge is a waste product that needs disposal, while fly ash is commonly used in brick production. The study replaced fly ash with 5%, 7.5%, 10%, and 12% STP dry sludge by weight. Tests on the dry sludge fly ash bricks showed that replacing up to 7.5% of the total weight with sludge yielded satisfactory results, with compressive strength and water absorption similar to standard fly ash bricks. Higher sludge content above 7.5% reduced brick strength. The study thus demonstrates the feasibility of using STP sludge as a
Experimental Investigation on E- Waste Concrete Using Non Woven Fabric LinerIRJET Journal
This document discusses an experimental investigation on using electronic waste (e-waste) in concrete with a non-woven fabric liner. E-waste is a growing environmental problem, but can potentially be used as a partial replacement for fine aggregates in concrete production. The study tested concrete mixtures with 0%, 5%, 10%, and 15% replacement of fine aggregates with e-waste. Tests measured the density, compressive strength, split tensile strength, rebound number, and ultrasonic pulse velocity of the different mixtures. Preliminary results found that replacing 10% of fine aggregates provided optimal concrete quality. The addition of a controlled permeable formwork liner was also found to improve the quality of e-waste concrete. Further testing will evaluate
An Experimental Study on Strength of Concrete by Using Red Mud as Partial Rep...IRJET Journal
The document presents the results of an experimental study on using red mud as a partial replacement for cement in concrete. Red mud is a waste product generated during the Bayer process of refining bauxite into alumina. Four concrete mixes were tested with red mud replacing 0%, 5%, 10%, and 15% of the cement. Compressive strength was tested on concrete cubes at 7 and 28 days. The results showed that compressive strength increased when red mud replacement was increased from 0% to 10%, but decreased at 15% replacement. It was concluded that red mud can effectively replace up to 10% of cement while still meeting strength standards, providing an environmentally friendly way to utilize this industrial waste product.
IRJET- Experimental Investigation of Formulation and Characterization of ...IRJET Journal
1. The document investigates the use of oyster shells as a partial replacement for coarse aggregate in concrete.
2. Various concrete mixtures were prepared with 0%, 5%, 10%, and 20% replacement of coarse aggregate with oyster shells.
3. The compressive, tensile, and flexural strengths of the concrete mixtures were tested at 7, 14, and 28 days. The results showed that replacement of up to 10% oyster shells increased the strengths of the concrete compared to the normal mixture. Higher replacement levels of 20% showed decreased strengths.
OPTIMUM REPLACEMENT OF COARSE AGGREGATE BY STEEL SLAG AND FINE AGGREGATE BY W...IRJET Journal
This document discusses a study that aimed to optimize the replacement of coarse aggregate with steel slag and fine aggregate with waste glass powder in concrete. The study involved replacing coarse aggregate with 0-80% steel slag and fine aggregate with 0-50% waste glass powder. The compressive strength of concrete cubes with these replacements was tested after 7 and 28 days of curing. The study also examined combining the optimal replacements of both aggregates to find the maximum combined replacement with steel slag and glass powder still providing adequate compressive strength.
IRJET- An Experimental Study on Strength of Concrete by using Partial Replace...IRJET Journal
This document presents the results of an experimental study on the strength of concrete with partial replacements of cement with coconut shell ash and coarse aggregate with coconut shell. M30 grade concrete was prepared with 10%, 15%, and 20% replacements. Cement was replaced with coconut shell ash, and coarse aggregate was replaced with crushed coconut shell. Compressive strength, split tensile strength, and corrosion resistance tests were performed on cubes and cylinders at 7, 14, and 28 days. The results showed that 15% replacement of cement with coconut shell ash and coarse aggregate with coconut shell produced the required compressive and split tensile strengths for light weight concrete. Using these agricultural waste materials provided strength while reducing costs and waste.
AN EXPERIMENTAL STUDY ON CONCRETE BY PARTIAL REPLACEMENT OF CEMENT WITH FLY A...IRJET Journal
This document presents an experimental study on concrete where cement is partially replaced with fly ash and bentonite powder. The study aims to determine the effectiveness of these replacements on concrete strength. Concrete cubes were cast with varying replacements of fly ash from 0-15% and bentonite from 0-30%. Compressive and split tensile strengths were tested after 7 and 28 days of curing. Results showed that 25-30% replacement of cement with a mixture of fly ash and bentonite provided the highest strengths. The optimum mix was found to be a 25% replacement with 20% bentonite and 5% fly ash, achieving a compressive strength of 52.58 MPa. In conclusion, a 25-30% fly ash-
Experimental Study on Properties of Concrete with Partial Replacement of Ceme...IRJET Journal
This study experimentally investigates the properties of concrete with partial replacements of cement with egg shell powder and ground granulated blast furnace slag (GGBS). Egg shell powder and GGBS were used as partial replacements of cement at varying percentages, from 0% to 20% for egg shell powder and 0% to 40% for GGBS. The compressive strength, flexural strength, and split tensile strength of the concrete mixtures were then determined. The results were compared to a control concrete without replacements to evaluate how the waste materials impacted the properties of the concrete. The aim was to develop sustainable concrete mixtures using industrial and agricultural byproducts while maintaining adequate strength properties.
EXPERIMENTAL STUDY OF SCC BY ADDING POLYPROPYLENE FIBER WITH CASHEW NUT SHELL...IRJET Journal
This document presents an experimental study on the mechanical properties of self-compacting concrete (SCC) with the addition of polypropylene fiber and partial replacement of cement with cashew nut shell ash (CNSA). CNSA was used to replace cement at levels of 5%, 10%, 15%, and 20% and polypropylene fiber was added at 1%. Cubes and cylinders were cast and tested for compressive and split tensile strength at 7 and 28 days. Test results showed that the mix with 10% CNSA replacement and 1% polypropylene fiber addition achieved the highest strengths, exceeding that of the control mix without additions. Therefore, this mix was determined to be the optimum mix proportion studied
Comparative Study on strength between Fly Ash based and Normal Concrete in M2...IRJET Journal
This document presents a comparative study on the strength properties of fly ash based concrete and normal concrete in M20, M30, and M40 grade concrete. Fly ash from a local thermal power plant was used to replace 30% of cement. Concrete cubes were cast and tested for compressive strength, rebound hammer value, and ultrasonic pulse velocity at 7 and 28 days. The results showed that fly ash concrete exhibited higher compressive strength compared to normal concrete for all grades. A direct correlation was also found between compressive strength and rebound hammer number as well as ultrasonic pulse velocity, with R-squared values of 1. The study concluded that the addition of 30% fly ash increases the strength of concrete and can be used
IRJET- Study on Effect of Eggshell Powder and Waste Foundry Sand on Mechanica...IRJET Journal
This document summarizes a study on the effect of using eggshell powder and waste foundry sand on the mechanical properties of concrete. Eggshell powder was used to partially replace cement at levels of 0%, 5%, 10%, and 15%, while waste foundry sand partially replaced fine aggregates. The compressive strength of the concrete mixtures was tested at 7 and 28 days. Results showed compressive strength decreased when the eggshell powder replacement exceeded 10%. To improve strength, waste foundry sand was added at levels of 0%, 10%, 20%, and 30% with the optimum 10% eggshell powder replacement. The study aimed to explore using these waste materials in concrete to reduce costs and dispose of wastes safely.
INVESTIGATION ON PERFORMANCE OF RECYCLED AGGREGATE BLOCKIRJET Journal
This document discusses an investigation into the performance of concrete blocks made with recycled aggregates. Specifically, it looks at partially replacing cement with iron ore ash and partially replacing fine aggregate with glass waste.
The objectives are to study the characteristics of the recycled materials, the performance of the concrete blocks, and do a cost analysis. A literature review found that using recycled glass bottles as fine aggregate can reduce compressive strength slightly but workability.
The document outlines the materials and mix proportions used, including varying the percentages of iron ore ash replacing cement and glass waste replacing fine aggregate. It presents the results of compressive strength, flexural strength, and ultrasonic pulse velocity tests on the different mixes. The mix with 10% iron ore
IRJET- Experimental Investigation of Paver Blocks using High Early Strenght C...IRJET Journal
The document experimentally investigates the use of high early strength concrete for paver blocks. It summarizes that high early strength concrete can achieve structural strength within 24 hours, allowing blocks to be stacked sooner. The research aims to gain early strength and study properties using local waste materials like rice husk ash and calcium chloride as a cement replacement. Materials were tested and a mix design was developed. Fresh and hardened concrete was then tested, with compressive strength tests showing that concrete with a 15% calcium chloride accelerator achieved the highest strength at 7, 14, and 28 days. The conclusion is that the accelerator allows for higher early strength and durability compared to normal concrete.
IRJET- Characteristic Strength of Polymer Impregnated ConcreteIRJET Journal
The document presents research on improving the strength and durability of concrete by impregnating it with epoxy resin. Conventional concrete specimens and epoxy impregnated concrete specimens were tested under compression, flexure, and splitting tension at 28 days. Test results showed the impregnated concrete had significantly higher strengths - compressive strength was 32.8-33.1 MPa compared to 27.8-27.9 MPa for conventional concrete, flexural strength was 13.7-14.25 MPa compared to 8.25-8.75 MPa, and splitting tensile strength was 3.81-3.96 MPa compared to 2.78-2.91 MPa. The
This document summarizes an experimental study that investigated using iron ore slag dust as a replacement for natural aggregates in concrete. Specifically:
- Iron ore slag dust was collected from iron ore extraction fields and used to replace fine aggregates (less than 4.65mm in size) in concrete at replacement levels of 30% and 40% by weight.
- Concrete mixes were designed to have a water-cement ratio ranging from 8-15% and targeted a compressive strength of M20 grade concrete.
- Test blocks were cast and cured for 7 days, after which their compressive strengths were tested and compared to normal concrete blocks.
- The results showed that it is possible to produce medium and high strength
COMPARATIVE ANALYSIS OF STRENGTH OF ECOFRIENDLY MORTAR MADE WITH PARTIAL REPL...IRJET Journal
This document presents a study analyzing the strength of eco-friendly mortar made by partially replacing natural fine aggregate (sand) with fly ash. Fly ash is a byproduct of coal combustion that is often disposed of improperly, harming the environment. The study mixes mortar with 0%, 20%, 22%, 24%, and 26% fly ash replacement of sand to evaluate compressive strength after 7 and 28 days of curing. Results show compressive strength increases with higher fly ash content, with a 6.5% strength increase at 20% replacement compared to 100% sand. Using fly ash helps reduce pollution from waste disposal while conserving natural resources as construction demand grows. The study aims to promote more sustainable mortar production and construction
EXPERIMENTAL STUDY OF HYBRID PAVER BLOCKS ENGULFED WITH BINARY BLENDSIRJET Journal
This document presents an experimental study on hybrid paver blocks containing binary blends of fly ash and glass powder. Paver blocks were produced by partially replacing cement with fly ash (20-30%) and fine aggregate with glass powder (10-20%) by weight. The blocks were tested to evaluate properties like density, compressive strength, flexural strength, water absorption, and acid resistance over curing periods of 7, 14, and 28 days. Results showed that replacing 30% cement with fly ash and 20% fine aggregate with glass powder produced blocks with satisfactory durability and strength performance, meeting the mechanical property requirements for medium traffic use. This demonstrates the potential of using industrial waste materials to create more sustainable paving blocks.
IRJET- Study on Behaviour of Sea Water Concrete with Fly Ash and Sugar SolutionIRJET Journal
The document summarizes a study on the suitability of using sea water in concrete. The researchers conducted experiments with concrete mixes using sea water instead of fresh water, and added various percentages of fly ash and sugar solution as admixtures. They tested the compressive strength and split tensile strength of sea water concrete cubes and cylinders cured in sea water, and found that with optimal admixture proportions, the durability of sea water concrete can be improved and its strength values come close to that of conventional concrete made with fresh water. The study aims to encourage the use of sea water in construction to conserve fresh water resources.
Use of Silica Fume in Concrete Partially Replacement By Cement” -A REVIEWIRJET Journal
This document summarizes research into using silica fume as a partial replacement for cement in concrete. Silica fume is a byproduct of silicon production that can improve the mechanical and durability properties of concrete. The study involved casting concrete cubes, beams, and cylinders with 0-20% replacements of cement with silica fume. Testing at 7, 14, and 28 days found that compressive, tensile, and flexural strength peaked at a 15% replacement, with higher replacements reducing strength. The results indicate that silica fume can increase concrete strength when used as a partial cement replacement up to 15%.
“INVESTIGATION ON PERFORMANCE OF RED MUD (BAUXITE RESIDUE) BASED CONCRETE”IRJET Journal
This study investigated the performance of concrete with partial replacement of cement with red mud, a waste product from aluminum production. Concrete mixtures with 5%, 7.5%, and 10% replacement of cement with red mud by weight were tested and compared to a control concrete without replacement. Tests showed that concrete with 7.5% replacement achieved the highest compressive and flexural strengths. Durability tests of the 7.5% replacement concrete showed high chloride ion permeability. The study concluded that 7.5% replacement produced concrete with strengths close to normal concrete but did not fully satisfy strength requirements, and that red mud can be utilized in concrete with proper quality control.
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
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This document presents the results of an experimental study on the strength of concrete with partial replacements of cement with coconut shell ash and coarse aggregate with coconut shell. M30 grade concrete was prepared with 10%, 15%, and 20% replacements. Cement was replaced with coconut shell ash, and coarse aggregate was replaced with crushed coconut shell. Compressive strength, split tensile strength, and corrosion resistance tests were performed on cubes and cylinders at 7, 14, and 28 days. The results showed that 15% replacement of cement with coconut shell ash and coarse aggregate with coconut shell produced the required compressive and split tensile strengths for light weight concrete. Using these agricultural waste materials provided strength while reducing costs and waste.
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This document discusses an investigation into the performance of concrete blocks made with recycled aggregates. Specifically, it looks at partially replacing cement with iron ore ash and partially replacing fine aggregate with glass waste.
The objectives are to study the characteristics of the recycled materials, the performance of the concrete blocks, and do a cost analysis. A literature review found that using recycled glass bottles as fine aggregate can reduce compressive strength slightly but workability.
The document outlines the materials and mix proportions used, including varying the percentages of iron ore ash replacing cement and glass waste replacing fine aggregate. It presents the results of compressive strength, flexural strength, and ultrasonic pulse velocity tests on the different mixes. The mix with 10% iron ore
IRJET- Experimental Investigation of Paver Blocks using High Early Strenght C...IRJET Journal
The document experimentally investigates the use of high early strength concrete for paver blocks. It summarizes that high early strength concrete can achieve structural strength within 24 hours, allowing blocks to be stacked sooner. The research aims to gain early strength and study properties using local waste materials like rice husk ash and calcium chloride as a cement replacement. Materials were tested and a mix design was developed. Fresh and hardened concrete was then tested, with compressive strength tests showing that concrete with a 15% calcium chloride accelerator achieved the highest strength at 7, 14, and 28 days. The conclusion is that the accelerator allows for higher early strength and durability compared to normal concrete.
IRJET- Characteristic Strength of Polymer Impregnated ConcreteIRJET Journal
The document presents research on improving the strength and durability of concrete by impregnating it with epoxy resin. Conventional concrete specimens and epoxy impregnated concrete specimens were tested under compression, flexure, and splitting tension at 28 days. Test results showed the impregnated concrete had significantly higher strengths - compressive strength was 32.8-33.1 MPa compared to 27.8-27.9 MPa for conventional concrete, flexural strength was 13.7-14.25 MPa compared to 8.25-8.75 MPa, and splitting tensile strength was 3.81-3.96 MPa compared to 2.78-2.91 MPa. The
This document summarizes an experimental study that investigated using iron ore slag dust as a replacement for natural aggregates in concrete. Specifically:
- Iron ore slag dust was collected from iron ore extraction fields and used to replace fine aggregates (less than 4.65mm in size) in concrete at replacement levels of 30% and 40% by weight.
- Concrete mixes were designed to have a water-cement ratio ranging from 8-15% and targeted a compressive strength of M20 grade concrete.
- Test blocks were cast and cured for 7 days, after which their compressive strengths were tested and compared to normal concrete blocks.
- The results showed that it is possible to produce medium and high strength
COMPARATIVE ANALYSIS OF STRENGTH OF ECOFRIENDLY MORTAR MADE WITH PARTIAL REPL...IRJET Journal
This document presents a study analyzing the strength of eco-friendly mortar made by partially replacing natural fine aggregate (sand) with fly ash. Fly ash is a byproduct of coal combustion that is often disposed of improperly, harming the environment. The study mixes mortar with 0%, 20%, 22%, 24%, and 26% fly ash replacement of sand to evaluate compressive strength after 7 and 28 days of curing. Results show compressive strength increases with higher fly ash content, with a 6.5% strength increase at 20% replacement compared to 100% sand. Using fly ash helps reduce pollution from waste disposal while conserving natural resources as construction demand grows. The study aims to promote more sustainable mortar production and construction
EXPERIMENTAL STUDY OF HYBRID PAVER BLOCKS ENGULFED WITH BINARY BLENDSIRJET Journal
This document presents an experimental study on hybrid paver blocks containing binary blends of fly ash and glass powder. Paver blocks were produced by partially replacing cement with fly ash (20-30%) and fine aggregate with glass powder (10-20%) by weight. The blocks were tested to evaluate properties like density, compressive strength, flexural strength, water absorption, and acid resistance over curing periods of 7, 14, and 28 days. Results showed that replacing 30% cement with fly ash and 20% fine aggregate with glass powder produced blocks with satisfactory durability and strength performance, meeting the mechanical property requirements for medium traffic use. This demonstrates the potential of using industrial waste materials to create more sustainable paving blocks.
IRJET- Study on Behaviour of Sea Water Concrete with Fly Ash and Sugar SolutionIRJET Journal
The document summarizes a study on the suitability of using sea water in concrete. The researchers conducted experiments with concrete mixes using sea water instead of fresh water, and added various percentages of fly ash and sugar solution as admixtures. They tested the compressive strength and split tensile strength of sea water concrete cubes and cylinders cured in sea water, and found that with optimal admixture proportions, the durability of sea water concrete can be improved and its strength values come close to that of conventional concrete made with fresh water. The study aims to encourage the use of sea water in construction to conserve fresh water resources.
Use of Silica Fume in Concrete Partially Replacement By Cement” -A REVIEWIRJET Journal
This document summarizes research into using silica fume as a partial replacement for cement in concrete. Silica fume is a byproduct of silicon production that can improve the mechanical and durability properties of concrete. The study involved casting concrete cubes, beams, and cylinders with 0-20% replacements of cement with silica fume. Testing at 7, 14, and 28 days found that compressive, tensile, and flexural strength peaked at a 15% replacement, with higher replacements reducing strength. The results indicate that silica fume can increase concrete strength when used as a partial cement replacement up to 15%.
“INVESTIGATION ON PERFORMANCE OF RED MUD (BAUXITE RESIDUE) BASED CONCRETE”IRJET Journal
This study investigated the performance of concrete with partial replacement of cement with red mud, a waste product from aluminum production. Concrete mixtures with 5%, 7.5%, and 10% replacement of cement with red mud by weight were tested and compared to a control concrete without replacement. Tests showed that concrete with 7.5% replacement achieved the highest compressive and flexural strengths. Durability tests of the 7.5% replacement concrete showed high chloride ion permeability. The study concluded that 7.5% replacement produced concrete with strengths close to normal concrete but did not fully satisfy strength requirements, and that red mud can be utilized in concrete with proper quality control.
Similar to Experimental Analysis Using Egg Shell Powder as a partial alternative for Cement (20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...IRJET Journal
This study compares the use of Stark Steel and TMT Steel as reinforcement materials in a two-way reinforced concrete slab. Mechanical testing is conducted to determine the tensile strength, yield strength, and other properties of each material. A two-way slab design adhering to codes and standards is executed with both materials. The performance is analyzed in terms of deflection, stability under loads, and displacement. Cost analyses accounting for material, durability, maintenance, and life cycle costs are also conducted. The findings provide insights into the economic and structural implications of each material for reinforcement selection and recommendations on the most suitable material based on the analysis.
Effect of Camber and Angles of Attack on Airfoil CharacteristicsIRJET Journal
This document discusses a study analyzing the effect of camber, position of camber, and angle of attack on the aerodynamic characteristics of airfoils. Sixteen modified asymmetric NACA airfoils were analyzed using computational fluid dynamics (CFD) by varying the camber, camber position, and angle of attack. The results showed the relationship between these parameters and the lift coefficient, drag coefficient, and lift to drag ratio. This provides insight into how changes in airfoil geometry impact aerodynamic performance.
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...IRJET Journal
This document reviews the progress and challenges of aluminum-based metal matrix composites (MMCs), focusing on their fabrication processes and applications. It discusses how various aluminum MMCs have been developed using reinforcements like borides, carbides, oxides, and nitrides to improve mechanical and wear properties. These composites have gained prominence for their lightweight, high-strength and corrosion resistance properties. The document also examines recent advancements in fabrication techniques for aluminum MMCs and their growing applications in industries such as aerospace and automotive. However, it notes that challenges remain around issues like improper mixing of reinforcements and reducing reinforcement agglomeration.
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...IRJET Journal
This document discusses research on using graph neural networks (GNNs) for dynamic optimization of public transportation networks in real-time. GNNs represent transit networks as graphs with nodes as stops and edges as connections. The GNN model aims to optimize networks using real-time data on vehicle locations, arrival times, and passenger loads. This helps increase mobility, decrease traffic, and improve efficiency. The system continuously trains and infers to adapt to changing transit conditions, providing decision support tools. While research has focused on performance, more work is needed on security, socio-economic impacts, contextual generalization of models, continuous learning approaches, and effective real-time visualization.
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...IRJET Journal
This document summarizes a research project that aims to compare the structural performance of conventional slab and grid slab systems in multi-story buildings using ETABS software. The study will analyze both symmetric and asymmetric building models under various loading conditions. Parameters like deflections, moments, shears, and stresses will be examined to evaluate the structural effectiveness of each slab type. The results will provide insights into the comparative behavior of conventional and grid slabs to help engineers and architects select appropriate slab systems based on building layouts and design requirements.
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...IRJET Journal
This document summarizes and reviews a research paper on the seismic response of reinforced concrete (RC) structures with plan and vertical irregularities, with and without infill walls. It discusses how infill walls can improve or reduce the seismic performance of RC buildings, depending on factors like wall layout, height distribution, connection to the frame, and relative stiffness of walls and frames. The reviewed research paper analyzes the behavior of infill walls, effects of vertical irregularities, and seismic performance of high-rise structures under linear static and dynamic analysis. It studies response characteristics like story drift, deflection and shear. The document also provides literature on similar research investigating the effects of infill walls, soft stories, plan irregularities, and different
This document provides a review of machine learning techniques used in Advanced Driver Assistance Systems (ADAS). It begins with an abstract that summarizes key applications of machine learning in ADAS, including object detection, recognition, and decision-making. The introduction discusses the integration of machine learning in ADAS and how it is transforming vehicle safety. The literature review then examines several research papers on topics like lightweight deep learning models for object detection and lane detection models using image processing. It concludes by discussing challenges and opportunities in the field, such as improving algorithm robustness and adaptability.
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...IRJET Journal
The document analyzes temperature and precipitation trends in Asosa District, Benishangul Gumuz Region, Ethiopia from 1993 to 2022 based on data from the local meteorological station. The results show:
1) The average maximum and minimum annual temperatures have generally decreased over time, with maximum temperatures decreasing by a factor of -0.0341 and minimum by -0.0152.
2) Mann-Kendall tests found the decreasing temperature trends to be statistically significant for annual maximum temperatures but not for annual minimum temperatures.
3) Annual precipitation in Asosa District showed a statistically significant increasing trend.
The conclusions recommend development planners account for rising summer precipitation and declining temperatures in
P.E.B. Framed Structure Design and Analysis Using STAAD ProIRJET Journal
This document discusses the design and analysis of pre-engineered building (PEB) framed structures using STAAD Pro software. It provides an overview of PEBs, including that they are designed off-site with building trusses and beams produced in a factory. STAAD Pro is identified as a key tool for modeling, analyzing, and designing PEBs to ensure their performance and safety under various load scenarios. The document outlines modeling structural parts in STAAD Pro, evaluating structural reactions, assigning loads, and following international design codes and standards. In summary, STAAD Pro is used to design and analyze PEB framed structures to ensure safety and code compliance.
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...IRJET Journal
This document provides a review of research on innovative fiber integration methods for reinforcing concrete structures. It discusses studies that have explored using carbon fiber reinforced polymer (CFRP) composites with recycled plastic aggregates to develop more sustainable strengthening techniques. It also examines using ultra-high performance fiber reinforced concrete to improve shear strength in beams. Additional topics covered include the dynamic responses of FRP-strengthened beams under static and impact loads, and the performance of preloaded CFRP-strengthened fiber reinforced concrete beams. The review highlights the potential of fiber composites to enable more sustainable and resilient construction practices.
Survey Paper on Cloud-Based Secured Healthcare SystemIRJET Journal
This document summarizes a survey on securing patient healthcare data in cloud-based systems. It discusses using technologies like facial recognition, smart cards, and cloud computing combined with strong encryption to securely store patient data. The survey found that healthcare professionals believe digitizing patient records and storing them in a centralized cloud system would improve access during emergencies and enable more efficient care compared to paper-based systems. However, ensuring privacy and security of patient data is paramount as healthcare incorporates these digital technologies.
Review on studies and research on widening of existing concrete bridgesIRJET Journal
This document summarizes several studies that have been conducted on widening existing concrete bridges. It describes a study from China that examined load distribution factors for a bridge widened with composite steel-concrete girders. It also outlines challenges and solutions for widening a bridge in the UAE, including replacing bearings and stitching the new and existing structures. Additionally, it discusses two bridge widening projects in New Zealand that involved adding precast beams and stitching to connect structures. Finally, safety measures and challenges for strengthening a historic bridge in Switzerland under live traffic are presented.
React based fullstack edtech web applicationIRJET Journal
The document describes the architecture of an educational technology web application built using the MERN stack. It discusses the frontend developed with ReactJS, backend with NodeJS and ExpressJS, and MongoDB database. The frontend provides dynamic user interfaces, while the backend offers APIs for authentication, course management, and other functions. MongoDB enables flexible data storage. The architecture aims to provide a scalable, responsive platform for online learning.
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...IRJET Journal
This paper proposes integrating Internet of Things (IoT) and blockchain technologies to help implement objectives of India's National Education Policy (NEP) in the education sector. The paper discusses how blockchain could be used for secure student data management, credential verification, and decentralized learning platforms. IoT devices could create smart classrooms, automate attendance tracking, and enable real-time monitoring. Blockchain would ensure integrity of exam processes and resource allocation, while smart contracts automate agreements. The paper argues this integration has potential to revolutionize education by making it more secure, transparent and efficient, in alignment with NEP goals. However, challenges like infrastructure needs, data privacy, and collaborative efforts are also discussed.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.IRJET Journal
This document provides a review of research on the performance of coconut fibre reinforced concrete. It summarizes several studies that tested different volume fractions and lengths of coconut fibres in concrete mixtures with varying compressive strengths. The studies found that coconut fibre improved properties like tensile strength, toughness, crack resistance, and spalling resistance compared to plain concrete. Volume fractions of 2-5% and fibre lengths of 20-50mm produced the best results. The document concludes that using a 4-5% volume fraction of coconut fibres 30-40mm in length with M30-M60 grade concrete would provide benefits based on previous research.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...IRJET Journal
The document discusses optimizing business management processes through automation using Microsoft Power Automate and artificial intelligence. It provides an overview of Power Automate's key components and features for automating workflows across various apps and services. The document then presents several scenarios applying automation solutions to common business processes like data entry, monitoring, HR, finance, customer support, and more. It estimates the potential time and cost savings from implementing automation for each scenario. Finally, the conclusion emphasizes the transformative impact of AI and automation tools on business processes and the need for ongoing optimization.
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignIRJET Journal
The document describes the seismic design of a G+5 steel building frame located in Roorkee, India according to Indian codes IS 1893-2002 and IS 800. The frame was analyzed using the equivalent static load method and response spectrum method, and its response in terms of displacements and shear forces were compared. Based on the analysis, the frame was designed as a seismic-resistant steel structure according to IS 800:2007. The software STAAD Pro was used for the analysis and design.
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...IRJET Journal
This research paper explores using plastic waste as a sustainable and cost-effective construction material. The study focuses on manufacturing pavers and bricks using recycled plastic and partially replacing concrete with plastic alternatives. Initial results found that pavers and bricks made from recycled plastic demonstrate comparable strength and durability to traditional materials while providing environmental and cost benefits. Additionally, preliminary research indicates incorporating plastic waste as a partial concrete replacement significantly reduces construction costs without compromising structural integrity. The outcomes suggest adopting plastic waste in construction can address plastic pollution while optimizing costs, promoting more sustainable building practices.
Open Channel Flow: fluid flow with a free surfaceIndrajeet sahu
Open Channel Flow: This topic focuses on fluid flow with a free surface, such as in rivers, canals, and drainage ditches. Key concepts include the classification of flow types (steady vs. unsteady, uniform vs. non-uniform), hydraulic radius, flow resistance, Manning's equation, critical flow conditions, and energy and momentum principles. It also covers flow measurement techniques, gradually varied flow analysis, and the design of open channels. Understanding these principles is vital for effective water resource management and engineering applications.
Build the Next Generation of Apps with the Einstein 1 Platform.
Rejoignez Philippe Ozil pour une session de workshops qui vous guidera à travers les détails de la plateforme Einstein 1, l'importance des données pour la création d'applications d'intelligence artificielle et les différents outils et technologies que Salesforce propose pour vous apporter tous les bénéfices de l'IA.
This presentation is about Food Delivery Systems and how they are developed using the Software Development Life Cycle (SDLC) and other methods. It explains the steps involved in creating a food delivery app, from planning and designing to testing and launching. The slide also covers different tools and technologies used to make these systems work efficiently.
Digital Twins Computer Networking Paper Presentation.pptxaryanpankaj78
A Digital Twin in computer networking is a virtual representation of a physical network, used to simulate, analyze, and optimize network performance and reliability. It leverages real-time data to enhance network management, predict issues, and improve decision-making processes.
We have designed & manufacture the Lubi Valves LBF series type of Butterfly Valves for General Utility Water applications as well as for HVAC applications.
Sri Guru Hargobind Ji - Bandi Chor Guru.pdfBalvir Singh
Sri Guru Hargobind Ji (19 June 1595 - 3 March 1644) is revered as the Sixth Nanak.
• On 25 May 1606 Guru Arjan nominated his son Sri Hargobind Ji as his successor. Shortly
afterwards, Guru Arjan was arrested, tortured and killed by order of the Mogul Emperor
Jahangir.
• Guru Hargobind's succession ceremony took place on 24 June 1606. He was barely
eleven years old when he became 6th Guru.
• As ordered by Guru Arjan Dev Ji, he put on two swords, one indicated his spiritual
authority (PIRI) and the other, his temporal authority (MIRI). He thus for the first time
initiated military tradition in the Sikh faith to resist religious persecution, protect
people’s freedom and independence to practice religion by choice. He transformed
Sikhs to be Saints and Soldier.
• He had a long tenure as Guru, lasting 37 years, 9 months and 3 days
Supermarket Management System Project Report.pdfKamal Acharya
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.