This document summarizes a study on partially replacing coarse aggregates in concrete with plastic waste material aggregates. The study aims to determine the impact on the properties of concrete from replacing coarse aggregates with plastic waste material aggregates at replacement proportions ranging from 0% to 20%. Cubes of modified concrete were cast and tested after 7 and 28 days of curing. Properties like workability, compressive strength, flexural strength, and split tensile strength of the modified concrete were determined experimentally. A literature review presented research on using waste plastics and recycled tire rubber in concrete, which found that workable mixtures can be achieved if appropriate plastic/rubber percentages are used, though there are reductions in concrete strengths.
Analysis on concrete made from over burned bricksIJARIIT
Concrete is a composite material used for the ground that all considerate designing structure is developed with concrete
in an efforts to find an alternative material in concrete much work has been focused to use brick aggregates in producing normal
strength or even higher strength by far the most common course aggregates used in concrete is obtained from natural rock, but
type of rock suitable for concrete making is not available locally and everywhere. However, there is hardly any literature
producing previous concrete using bricks chips as course aggregates. The research was conducted to study the suitability crushed
over burnt bricks as alternative course aggregates for concrete production. The concrete cube beams and cylinders of M-25, M-
30, and M-35 grade were thrown in this trail explore work and try to analyze different properties of concrete with crushed over
burnt bricks as an alternative material. The physical properties like compressive strength, tensile strength, flexural strength and
workability with alternative material was used with a dosage of 10%, 20% and 30% in concrete with the age of 7, 14, 28 and 50
days of curing. The general properties of fresh and hardened concrete were tried and the outcomes were dissected. Over Burnt
bricks were casted and tested for compressive strength, tensile strength, flexural strength, and workability. The result shows that
the aggregate that concrete derived from Over Burnt bricks aggregate attained lower strength than the regular concrete. More
detailed and elaborated work is recommended with different mix ratio and a different proportion of Over Burnt aggregates for
a better conclusion.
Analysis on concrete made from over burned bricksIJARIIT
Concrete is a composite material used for the ground that all considerate designing structure is developed with concrete
in an efforts to find an alternative material in concrete much work has been focused to use brick aggregates in producing normal
strength or even higher strength by far the most common course aggregates used in concrete is obtained from natural rock, but
type of rock suitable for concrete making is not available locally and everywhere. However, there is hardly any literature
producing previous concrete using bricks chips as course aggregates. The research was conducted to study the suitability crushed
over burnt bricks as alternative course aggregates for concrete production. The concrete cube beams and cylinders of M-25, M-
30, and M-35 grade were thrown in this trail explore work and try to analyze different properties of concrete with crushed over
burnt bricks as an alternative material. The physical properties like compressive strength, tensile strength, flexural strength and
workability with alternative material was used with a dosage of 10%, 20% and 30% in concrete with the age of 7, 14, 28 and 50
days of curing. The general properties of fresh and hardened concrete were tried and the outcomes were dissected. Over Burnt
bricks were casted and tested for compressive strength, tensile strength, flexural strength, and workability. The result shows that
the aggregate that concrete derived from Over Burnt bricks aggregate attained lower strength than the regular concrete. More
detailed and elaborated work is recommended with different mix ratio and a different proportion of Over Burnt aggregates for
a better conclusion.
Strength Improvement of Mud Houses Through Stabilization of the Lateritic Mat...theijes
This paper reports an experimental investigation of the compressive strength of laterite stabilized with cement (CSL), lime (LSL) and rice straw (RSL) respectively. The laterites were collected from borrow pit used by locals in Bauchi, Nigeria to build mud houses. Unfortunately the mud houses experienced massive failures by through wall collapses over the years during the flooding cycles of the rainy seasons. An attempt is made to stabilize the lateritic soil materials used for the mud house walls in order to strengthen them against rains and flood erosions. Briefly discussed are factors that affect performance and strength, this include mix proportions, compaction, characteristics of the lateritic soil, mix procedure and curing. The results showed that the lateritic soils in the investigated area were relatively high on sand and lower on clay thereby promoting cement as the best stabilizer for strength. It increased the compressive strength by 661% from 0.61 N/mm2 at zero stabilization (ZSL) to 4.64 N/mm2 at 8% cement content after 28 days of curing. LSL and RSL at the same contents had strengths of 1.21 N/mm2 (98.4% increase) and 0.71 N/mm2 (16.4% increase) respectively. At 6% contents strength values were 4.33 N/mm2 , 1.16 N/mm2 and 0.66 N/mm2 respectively. The values reduced at 4% contents reporting 3.14N/mm2 , 0.82N/mm2 and 0.44N/mm2 respectively. While CSL increased non-linearly in density with increase in cement content, LSL and RSL decreased with increase of the respective contents. The results show that with cement as the stabilizer, mud house walls constructed with CSL bricks will resist collapse failures due to the perennial flooding in the area. Moreover by their relatively high compressive strengths they can be used for load bearing walls as much as sandcrete blocks
Performance evaluation of locally available soil mixed with Fly ash and rando...IOSR Journals
In India, transportation is mainly by roads. Very small villages, remote areas and hilly areas can be accessed only by roads. Hence considerable attention is required towards the widening of roads, their stability and periodic repair works. Most state highways in the central part of India have problems of foundation due to presence of highly compressible clayey soils like black cotton soil. Black cotton soil is an expansive soil, which swells or shrinks excessively due to change in moisture content. When black cotton soil is associated with an engineering structure, it experiences either settlement or heave depending on the stress level and the soil swelling pressure. Design and construction of civil engineering structures on and with expansive soils is a challenging task for engineers. The present work is aimed to assess the improvement in the strength and stability characteristics in soft Subgrade soil by using the fly ash for the stabilization and then Nylon fibre as reinforcing material. Randomly distributed fibre reinforced soil (RDFRS) technique is used to prepare the reinforced soil samples. In RDFRS technique the mixing of reinforcement in the soil is very easy and no special skill is required. The reinforcement is added by percentage of the weight of the soil sample and by following certain aspect ratio i.e., length/diameter (L/D) ratio. Attempt is made to determine optimum combination of fly ash and fiber content for maximum gain in strength.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Time, in the globalized world, is one of the most important factors about the economy, science and health. Mankind has made various efforts to use time efficiently for many years. In these studies transport came to the fore and it has become indispensable. In the light of today's technological conditions, air transport is developing at an increasing rate. Every day many aircrafts are produced, which have different speeds, weight and volume, for serve to transport. Therefore to make structures for easy and safe transport need a stable soil. Particularly suitable areas for the airport grounds in cities today, not being physically proper that construction of the airport made on soil with low bearing capacity, swelling potential of an expansive soil, settlement of soil etc, areas. In this study, soil problems encountered in the construction of airports will be explained and a summary of studies on the solution of these problems will be presented.
Properties of Brick Aggregate Concrete as Influenced by the Strength of Brickijtsrd
The principal aim of this study was to research the influence of the strength of brick on the properties of brick aggregate concrete. In doing that the water cement ratio by weight and curing period of concrete for all specimens was kept fixed. The sort of brick as a source of coarse aggregate was the sole variable during this study. Three varieties of brick were utilized during this study to vary the strength of aggregate. These are picked first class brick and second class brick. The mix ratio by volume were 1 1.25 2.5 and 1 1.5 3.0. The fineness modulus of combined sand 50 Sylhet 50 Local was 1.88. Tests were administered on cylinder and prism specimens. Emphasis was given to studying the fundamental properties of hardened concrete like compressive strength, modulus of elasticity, and tensile strength. Attempts were made to form a relation between the properties of concrete and also the strength of bricks. The test results have shown that the properties of concrete the compressive strength, f’c modulus of rupture, fr split tensile strength, fsp and modulus of elasticity, Ecinitially increases at the subsequent rate with the increase of the strength of brick, and then the rate decreases. Md. Mahfujur Rahman | Md. Shohrab Hossain Pavel | Md. Rashedul Islam | Yousuf Ali | Md. Shafiqul Islam | Md. Shariful Islam | Md. Abdul Gone | Shafiqur Rahman "Properties of Brick Aggregate Concrete as Influenced by the Strength of Brick" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-6 , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd35759.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/35759/properties-of-brick-aggregate-concrete-as-influenced-by-the-strength-of-brick/md-mahfujur-rahman
Pavement deterioration is a serious problem for road and traffic sector in almost every country, the most
affecting causes of bituminous pavement failures have been studied in this paper. The paper describes the
lessons learnt from pavement failures and problems experienced. Failures of bituminous pavements are caused
due to many reasons or combination of reasons. Application of correction in the existing surface will enhance
the life of maintenance works as well as that of strengthening layer. Along with the maintenance techniques
there are various methods for pavement preservation which will help in enhancing the life of pavement and
delaying of its failure.This paper discusses the possible causes of pavement failures, and recommendbetter ways
to minimize and hopefully eliminate the causes of failures in bituminous pavements.
Review Paper on Study on Properties of Black Cotton Soil using Stone Dust and...ijtsrd
Soil is basic and important element in Civil Engineering field. Stability of every structure depends on the type and characteristics of foundation which in turn depends on the type of soil. Many problems irrupt if expansive soil, Natural soil is to be used in foundation, because of its shrinkage and swelling properties. There are many methods to make natural soil stable for various constructions. Natural soil is comfortable for road work, compared to other types of soil. There are two ways to enhance the quality of sub grade soil “Replacement of soil†or “Soil stabilizationâ€. Soil stabilization can be done chemically or mechanically. Chemical stabilization is carried out by adding different chemicals in suitable proportion, while Mechanical stabilization is achieved by addition of admixtures which helps to improve the properties of soil. Wankhade Ashutosh Purushottam | Pratiksha Malviya "Review Paper on Study on Properties of Black Cotton Soil using Stone Dust and Sisal Fiber" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-2 , February 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23537.pdf
A Review Study on Effect of Steel Fibre and Marble Dust with Strength of Pave...ijtsrd
There is growing interest in the construction of concrete pavements, due to its high strength, durability, better serviceability and overall economy in the long run. The thrust nowadays is to produce thinner and green pavement sections of better quality, which can carry the heavy loads. The high strength steel fibre reinforced concrete is a concrete having compressive strength greater than 40MPa, made of hydraulic cements and containing fine and coarse aggregates; and discontinuous, unconnected, randomly distributed steel fibres. The present study aims at, developing pavement quality concrete mixtures incorporating marble dust as partial replacement of cement as well as steel fibres. The aim is to the design of slab thickness of PQC pavement using the achieved flexural strength of the concrete mixtures. In this study, the flexural, compressive and split tensile strength for pavement quality concrete mixtures for different percentage of steel fibres and replacement of cement with marble dust are reported. It is found out the maximum increase in flexure strength, compressive strength and split tensile strength is for 0% Marble Dust and 1% Steel fibre. Also it has been possible to achieve savings in cement by replacing it with marble dust and adding fibres. This study also shows that in view of the high flexural strength, high values of compressive strength and high values of split tensile strength, higher load carrying capacity and higher life expectancy, the combination of 10 to 20% marble dust replacement along with addition of 0.5 to 1% steel fibres is ideal for design of Pavement Quality Concrete (PQC). Krishan Kumar | Sumesh Jain"A Review Study on Effect of Steel Fibre and Marble Dust with Strength of Pavement Quality Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-4 , June 2017, URL: http://www.ijtsrd.com/papers/ijtsrd151.pdf http://www.ijtsrd.com/engineering/civil-engineering/151/a-review-study-on-effect-of-steel-fibre-and-marble-dust-with-strength-of-pavement-quality-concrete/krishan-kumar
Strength Improvement of Mud Houses Through Stabilization of the Lateritic Mat...theijes
This paper reports an experimental investigation of the compressive strength of laterite stabilized with cement (CSL), lime (LSL) and rice straw (RSL) respectively. The laterites were collected from borrow pit used by locals in Bauchi, Nigeria to build mud houses. Unfortunately the mud houses experienced massive failures by through wall collapses over the years during the flooding cycles of the rainy seasons. An attempt is made to stabilize the lateritic soil materials used for the mud house walls in order to strengthen them against rains and flood erosions. Briefly discussed are factors that affect performance and strength, this include mix proportions, compaction, characteristics of the lateritic soil, mix procedure and curing. The results showed that the lateritic soils in the investigated area were relatively high on sand and lower on clay thereby promoting cement as the best stabilizer for strength. It increased the compressive strength by 661% from 0.61 N/mm2 at zero stabilization (ZSL) to 4.64 N/mm2 at 8% cement content after 28 days of curing. LSL and RSL at the same contents had strengths of 1.21 N/mm2 (98.4% increase) and 0.71 N/mm2 (16.4% increase) respectively. At 6% contents strength values were 4.33 N/mm2 , 1.16 N/mm2 and 0.66 N/mm2 respectively. The values reduced at 4% contents reporting 3.14N/mm2 , 0.82N/mm2 and 0.44N/mm2 respectively. While CSL increased non-linearly in density with increase in cement content, LSL and RSL decreased with increase of the respective contents. The results show that with cement as the stabilizer, mud house walls constructed with CSL bricks will resist collapse failures due to the perennial flooding in the area. Moreover by their relatively high compressive strengths they can be used for load bearing walls as much as sandcrete blocks
Performance evaluation of locally available soil mixed with Fly ash and rando...IOSR Journals
In India, transportation is mainly by roads. Very small villages, remote areas and hilly areas can be accessed only by roads. Hence considerable attention is required towards the widening of roads, their stability and periodic repair works. Most state highways in the central part of India have problems of foundation due to presence of highly compressible clayey soils like black cotton soil. Black cotton soil is an expansive soil, which swells or shrinks excessively due to change in moisture content. When black cotton soil is associated with an engineering structure, it experiences either settlement or heave depending on the stress level and the soil swelling pressure. Design and construction of civil engineering structures on and with expansive soils is a challenging task for engineers. The present work is aimed to assess the improvement in the strength and stability characteristics in soft Subgrade soil by using the fly ash for the stabilization and then Nylon fibre as reinforcing material. Randomly distributed fibre reinforced soil (RDFRS) technique is used to prepare the reinforced soil samples. In RDFRS technique the mixing of reinforcement in the soil is very easy and no special skill is required. The reinforcement is added by percentage of the weight of the soil sample and by following certain aspect ratio i.e., length/diameter (L/D) ratio. Attempt is made to determine optimum combination of fly ash and fiber content for maximum gain in strength.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Time, in the globalized world, is one of the most important factors about the economy, science and health. Mankind has made various efforts to use time efficiently for many years. In these studies transport came to the fore and it has become indispensable. In the light of today's technological conditions, air transport is developing at an increasing rate. Every day many aircrafts are produced, which have different speeds, weight and volume, for serve to transport. Therefore to make structures for easy and safe transport need a stable soil. Particularly suitable areas for the airport grounds in cities today, not being physically proper that construction of the airport made on soil with low bearing capacity, swelling potential of an expansive soil, settlement of soil etc, areas. In this study, soil problems encountered in the construction of airports will be explained and a summary of studies on the solution of these problems will be presented.
Properties of Brick Aggregate Concrete as Influenced by the Strength of Brickijtsrd
The principal aim of this study was to research the influence of the strength of brick on the properties of brick aggregate concrete. In doing that the water cement ratio by weight and curing period of concrete for all specimens was kept fixed. The sort of brick as a source of coarse aggregate was the sole variable during this study. Three varieties of brick were utilized during this study to vary the strength of aggregate. These are picked first class brick and second class brick. The mix ratio by volume were 1 1.25 2.5 and 1 1.5 3.0. The fineness modulus of combined sand 50 Sylhet 50 Local was 1.88. Tests were administered on cylinder and prism specimens. Emphasis was given to studying the fundamental properties of hardened concrete like compressive strength, modulus of elasticity, and tensile strength. Attempts were made to form a relation between the properties of concrete and also the strength of bricks. The test results have shown that the properties of concrete the compressive strength, f’c modulus of rupture, fr split tensile strength, fsp and modulus of elasticity, Ecinitially increases at the subsequent rate with the increase of the strength of brick, and then the rate decreases. Md. Mahfujur Rahman | Md. Shohrab Hossain Pavel | Md. Rashedul Islam | Yousuf Ali | Md. Shafiqul Islam | Md. Shariful Islam | Md. Abdul Gone | Shafiqur Rahman "Properties of Brick Aggregate Concrete as Influenced by the Strength of Brick" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-6 , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd35759.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/35759/properties-of-brick-aggregate-concrete-as-influenced-by-the-strength-of-brick/md-mahfujur-rahman
Pavement deterioration is a serious problem for road and traffic sector in almost every country, the most
affecting causes of bituminous pavement failures have been studied in this paper. The paper describes the
lessons learnt from pavement failures and problems experienced. Failures of bituminous pavements are caused
due to many reasons or combination of reasons. Application of correction in the existing surface will enhance
the life of maintenance works as well as that of strengthening layer. Along with the maintenance techniques
there are various methods for pavement preservation which will help in enhancing the life of pavement and
delaying of its failure.This paper discusses the possible causes of pavement failures, and recommendbetter ways
to minimize and hopefully eliminate the causes of failures in bituminous pavements.
Review Paper on Study on Properties of Black Cotton Soil using Stone Dust and...ijtsrd
Soil is basic and important element in Civil Engineering field. Stability of every structure depends on the type and characteristics of foundation which in turn depends on the type of soil. Many problems irrupt if expansive soil, Natural soil is to be used in foundation, because of its shrinkage and swelling properties. There are many methods to make natural soil stable for various constructions. Natural soil is comfortable for road work, compared to other types of soil. There are two ways to enhance the quality of sub grade soil “Replacement of soil†or “Soil stabilizationâ€. Soil stabilization can be done chemically or mechanically. Chemical stabilization is carried out by adding different chemicals in suitable proportion, while Mechanical stabilization is achieved by addition of admixtures which helps to improve the properties of soil. Wankhade Ashutosh Purushottam | Pratiksha Malviya "Review Paper on Study on Properties of Black Cotton Soil using Stone Dust and Sisal Fiber" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-2 , February 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23537.pdf
A Review Study on Effect of Steel Fibre and Marble Dust with Strength of Pave...ijtsrd
There is growing interest in the construction of concrete pavements, due to its high strength, durability, better serviceability and overall economy in the long run. The thrust nowadays is to produce thinner and green pavement sections of better quality, which can carry the heavy loads. The high strength steel fibre reinforced concrete is a concrete having compressive strength greater than 40MPa, made of hydraulic cements and containing fine and coarse aggregates; and discontinuous, unconnected, randomly distributed steel fibres. The present study aims at, developing pavement quality concrete mixtures incorporating marble dust as partial replacement of cement as well as steel fibres. The aim is to the design of slab thickness of PQC pavement using the achieved flexural strength of the concrete mixtures. In this study, the flexural, compressive and split tensile strength for pavement quality concrete mixtures for different percentage of steel fibres and replacement of cement with marble dust are reported. It is found out the maximum increase in flexure strength, compressive strength and split tensile strength is for 0% Marble Dust and 1% Steel fibre. Also it has been possible to achieve savings in cement by replacing it with marble dust and adding fibres. This study also shows that in view of the high flexural strength, high values of compressive strength and high values of split tensile strength, higher load carrying capacity and higher life expectancy, the combination of 10 to 20% marble dust replacement along with addition of 0.5 to 1% steel fibres is ideal for design of Pavement Quality Concrete (PQC). Krishan Kumar | Sumesh Jain"A Review Study on Effect of Steel Fibre and Marble Dust with Strength of Pavement Quality Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-4 , June 2017, URL: http://www.ijtsrd.com/papers/ijtsrd151.pdf http://www.ijtsrd.com/engineering/civil-engineering/151/a-review-study-on-effect-of-steel-fibre-and-marble-dust-with-strength-of-pavement-quality-concrete/krishan-kumar
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.