The document discusses utilizing agricultural waste ashes in brick making to reduce the consumption of natural resources and pollution. It proposes partially replacing clay with barley husk ash, groundnut shell ash, and tobacco husk ash. Tests on sample bricks showed agricultural waste ash bricks have improved strength and lower water absorption compared to conventional clay bricks. Using agricultural waste ashes in brick production provides an economical and environmentally friendly alternative building material.
IRJET- Performance of Coconut Shell as Coarse Aggregate in Cement ConcreteIRJET Journal
This study investigated using coconut shell as a partial replacement for conventional coarse aggregates in concrete. Coconut shells were collected and processed to be used as coarse aggregates in concrete mixes. Concrete mixes were prepared with 0%, 10%, 20%, 30%, and 40% replacement of coarse aggregates with coconut shells by volume. The compressive strength, density, and other properties of the concrete mixes were tested after 7 and 28 days. The results showed that up to 20% replacement of coarse aggregates with coconut shells produced concrete with sufficient strength for structural uses while also providing an economical way to dispose of waste coconut shells and reduce depletion of natural resources. Higher replacement levels of 30% and 40% led to reductions in compressive strength and density.
This document provides information on the response of single degree of freedom (SDOF) systems subjected to harmonic excitations. It defines harmonic forces and discusses the particular and complementary solutions for undamped and damped systems. Key points discussed include:
- Undamped systems have displacements in or out of phase with applied forces depending on frequency ratio.
- Damped systems experience a phase lag between displacement and force that increases with damping.
- Resonant frequencies occur when response is maximized and differ for displacement, velocity, and acceleration in damped systems.
- Deformation response factor (Rd) describes amplitude of dynamic response relative to static and depends on frequency ratio and damping.
ANALYSIS OF SOFT STOREY FOR MULTI STORYED BUILDING IN ZONE-4Ijripublishers Ijri
This document analyzes the soft story effect in multi-story buildings located in seismic zone 4 of India. A soft story is defined as a story with significantly less stiffness than adjacent stories, often due to large open spaces. The document describes a model of a 21-story building analyzed using ETABS software. Results show increased displacement and drift when soft stories are located at lower floors compared to upper floors. Design of structural elements in soft stories must account for increased lateral loads during earthquakes. Providing shear walls can increase story stiffness and improve seismic performance of buildings with soft stories.
IRJET- Utilization of Sugarmill Waste in Manufacturing of BricksIRJET Journal
The document discusses utilizing waste materials from sugarcane processing, namely sugarcane bagasse ash (SBA), in manufacturing bricks as a way to promote more sustainable construction practices. Bricks were produced using SBA as the primary raw material along with quarry dust and lime, and tested to determine their compressive strength and suitability for construction. The results indicated that using SBA in brick production provides an economically viable way to dispose of this agricultural waste while generating bricks that meet construction standards.
This document describes a flow test conducted to measure the workability of concrete. The test involves filling a slump cone with concrete, raising the cone to allow the concrete to spread across a flow table, and dropping the table 15 times. The average diameter of the spread concrete is then measured. The student conducted the test and found the average diameter was 565mm, within the acceptable range of 400-650mm for flowing concrete. The flow test is concluded to be a useful method for measuring the workability of high-slump concrete in both lab and field settings.
This document discusses the development of noise absorbing composite materials using agricultural waste products. Traditionally, expensive synthetic materials are used for noise absorption but these are not environmentally friendly. The project aims to develop a cheap, renewable and biodegradable noise absorbing material from agricultural wastes like rice straw and bamboo. These materials are abundant, porous, and can be molded into insulation for applications like construction, vehicles and appliances. The document explores extracting and processing rice straw, bamboo and sugarcane waste into composite panels through cutting, blending, pressing and testing to analyze their sound absorbing and thermal properties for noise control.
Bagasse ash as a partial replacement to cement. This replacement can improve the properties of cement as well as, it reduces the effects over the environment.
Effect of rice husk ash on the strenght and durability of concrete by debasreeDEBASREE GHOSH
Description of concrete,objective,Literature Review,different material properties,Experiments and its procedure of observation,compressive strength,split tensile strength,flexural strength ,rapid chloride permeability test,youngs modulus and non destructive tests.
IRJET- Performance of Coconut Shell as Coarse Aggregate in Cement ConcreteIRJET Journal
This study investigated using coconut shell as a partial replacement for conventional coarse aggregates in concrete. Coconut shells were collected and processed to be used as coarse aggregates in concrete mixes. Concrete mixes were prepared with 0%, 10%, 20%, 30%, and 40% replacement of coarse aggregates with coconut shells by volume. The compressive strength, density, and other properties of the concrete mixes were tested after 7 and 28 days. The results showed that up to 20% replacement of coarse aggregates with coconut shells produced concrete with sufficient strength for structural uses while also providing an economical way to dispose of waste coconut shells and reduce depletion of natural resources. Higher replacement levels of 30% and 40% led to reductions in compressive strength and density.
This document provides information on the response of single degree of freedom (SDOF) systems subjected to harmonic excitations. It defines harmonic forces and discusses the particular and complementary solutions for undamped and damped systems. Key points discussed include:
- Undamped systems have displacements in or out of phase with applied forces depending on frequency ratio.
- Damped systems experience a phase lag between displacement and force that increases with damping.
- Resonant frequencies occur when response is maximized and differ for displacement, velocity, and acceleration in damped systems.
- Deformation response factor (Rd) describes amplitude of dynamic response relative to static and depends on frequency ratio and damping.
ANALYSIS OF SOFT STOREY FOR MULTI STORYED BUILDING IN ZONE-4Ijripublishers Ijri
This document analyzes the soft story effect in multi-story buildings located in seismic zone 4 of India. A soft story is defined as a story with significantly less stiffness than adjacent stories, often due to large open spaces. The document describes a model of a 21-story building analyzed using ETABS software. Results show increased displacement and drift when soft stories are located at lower floors compared to upper floors. Design of structural elements in soft stories must account for increased lateral loads during earthquakes. Providing shear walls can increase story stiffness and improve seismic performance of buildings with soft stories.
IRJET- Utilization of Sugarmill Waste in Manufacturing of BricksIRJET Journal
The document discusses utilizing waste materials from sugarcane processing, namely sugarcane bagasse ash (SBA), in manufacturing bricks as a way to promote more sustainable construction practices. Bricks were produced using SBA as the primary raw material along with quarry dust and lime, and tested to determine their compressive strength and suitability for construction. The results indicated that using SBA in brick production provides an economically viable way to dispose of this agricultural waste while generating bricks that meet construction standards.
This document describes a flow test conducted to measure the workability of concrete. The test involves filling a slump cone with concrete, raising the cone to allow the concrete to spread across a flow table, and dropping the table 15 times. The average diameter of the spread concrete is then measured. The student conducted the test and found the average diameter was 565mm, within the acceptable range of 400-650mm for flowing concrete. The flow test is concluded to be a useful method for measuring the workability of high-slump concrete in both lab and field settings.
This document discusses the development of noise absorbing composite materials using agricultural waste products. Traditionally, expensive synthetic materials are used for noise absorption but these are not environmentally friendly. The project aims to develop a cheap, renewable and biodegradable noise absorbing material from agricultural wastes like rice straw and bamboo. These materials are abundant, porous, and can be molded into insulation for applications like construction, vehicles and appliances. The document explores extracting and processing rice straw, bamboo and sugarcane waste into composite panels through cutting, blending, pressing and testing to analyze their sound absorbing and thermal properties for noise control.
Bagasse ash as a partial replacement to cement. This replacement can improve the properties of cement as well as, it reduces the effects over the environment.
Effect of rice husk ash on the strenght and durability of concrete by debasreeDEBASREE GHOSH
Description of concrete,objective,Literature Review,different material properties,Experiments and its procedure of observation,compressive strength,split tensile strength,flexural strength ,rapid chloride permeability test,youngs modulus and non destructive tests.
This document provides an overview of basic equations for the theory of plates and shells. It discusses the state of stress and strain at a point, including defining the six independent stress and strain components. It presents the relationships between strain and displacement, and discusses the equilibrium equations relating stress and body forces. Finally, it provides the equations for both Cartesian and cylindrical coordinate systems. The key concepts covered are the fundamental equations that form the basis of plate and shell theory.
This document appears to be a presentation on beams given by a group of civil engineering students at Dhaka University of Engineering & Technology. The presentation covers the definition of a beam, different types of beams classified by shape, design, equilibrium, and support conditions. It also discusses the size, reinforcement, and covering of beams. Key points covered include the types and spacing of longitudinal and transverse reinforcement, as well as the minimum cover requirements. The presentation concludes with descriptions of different failure modes in beams, such as flexural, shear, and diagonal failures.
Structural Analysis, Hibbeler, 8th ed Textbook Bahzad5
This document provides tables and equations for analyzing beam deflections and slopes for various types of beams. It includes equations to determine the deflection (u), slope (v), maximum deflection (umax), and maximum slope (vmax) at different locations along beams subjected to a combination of loads, including concentrated forces (P), uniformly distributed loads (w), and moments (M). It also provides equations for determining deflections and slopes of beams with variable cross sections.
1. The objective of the experiment is to determine the grain size distribution of a soil sample using sieves and comparing the results to BS 410 standards.
2. The procedure involves sieving soil samples through a series of sieves with decreasing pore sizes, weighing the material retained on each sieve, and calculating the percentage retained and passing through each sieve.
3. The results show the weight and percentage retained and passing for each sieve size. A distribution curve is analyzed and compared to grading standards to evaluate the quality of the soil sample.
This document discusses steel fiber reinforced concrete (SFRC). SFRC increases the structural integrity of concrete by adding short, discrete steel fibers that are uniformly distributed and randomly oriented. The document outlines the materials used including cement, aggregates, water, and steel fibers. It describes the mix design process and percentages of steel fibers tested. Beams and cubes were cast with the concrete mixtures and cured before testing to determine the compressive and flexural strengths of the SFRC. The results and conclusions are summarized, with references provided.
Structural dynamics and earthquake engineeringBharat Khadka
1. Structural dynamics is the study of how structures respond to dynamic loads that vary over time due to factors like wind, earthquakes, or machine vibrations. It builds upon static structural analysis by accounting for inertia and damping effects.
2. Dynamic systems can be modeled as having mass, stiffness, and damping properties. The dynamic response of simple systems with a single degree of freedom can be described by a second order differential equation relating displacement, velocity, acceleration, stiffness, damping, and applied forces.
3. For undamped free vibration, the natural frequency and natural period of vibration of a structure can be determined from the mass and stiffness. Most structures exhibit underdamped behavior, where the response decays over time
This document contains a question paper for the Civil Engineering course Structural Dynamics and Earthquake Engineering. It includes 20 short answer questions covering topics like D'Alembert's principle, SDOF systems, mode superposition technique, stiffness and mass matrices, fault classifications, reservoir induced earthquakes, P-delta effects, and more. It also includes 5 long answer questions involving determining natural frequencies of single and multi-degree of freedom systems using matrix and Holzer methods.
This document provides guidelines for designing and constructing machine foundations for reciprocating machines. It specifies the necessary data required from machine manufacturers for static and dynamic design of foundations, including force and moment diagrams, machine details, and vibration characteristics. It also lists the soil data needed, including soil profiles and properties to a sufficient depth. The document defines key terms related to machine foundations and vibration, and covers aspects like damping, resonance, degrees of freedom, and natural frequencies. It is intended to establish general design principles for reciprocating machine foundations.
This document discusses photoelasticity, which is a stress analysis technique that uses the relative retardation between two components of light passing through a photoelastic model. Key points:
1) Photoelasticity measures the difference in refractive indices along principal stress directions in a stressed transparent model, allowing calculation of principal stresses and strains.
2) When unstressed, photoelastic models are isotropic, but stress causes temporary birefringence by changing refractive indices along stress directions.
3) Relative retardation between light components is measured using polariscopes and relates to stress difference through the stress optic law and material properties.
4) Isoclinics and isochromatics appear as loci of points with specific principal stress orientations
Deflection of simply supported beam and cantileveryashdeep nimje
This document describes experiments to measure the deflection of simply supported beams and cantilever beams under different loading conditions. For simply supported beams, deflection increases linearly with applied load and decreases with beam length. Deflection measurements match theoretical calculations. For cantilever beams, deflection increases linearly with both applied load and distance from the fixed end. The experiments demonstrate linear relationships between load/position and deflection as predicted by theory.
This document summarizes a study on improving the strength of concrete by using industrial and agricultural waste such as rice husk ash (RHA) and coconut fibers (coir). RHA is a highly pozzolanic material obtained by controlled burning of rice husk. Coir has excellent mechanical and physical properties. The study investigated partially replacing cement with RHA and adding coir fibers to concrete mixtures. Testing showed concrete strength initially decreased but matched control mixtures at 28 days and increased at 90 days with RHA replacement up to 12.5%. Adding up to 3% coir fibers to 12.5% RHA concrete further improved compressive strength. Flexural strength peaked at 17.5-20% RHA with co
Civil Engineering is the Branch of Engineering.The Civil engineering field requires an understanding of core areas including Mechanics of Solids, Structural Mechanics - I, Building Construction Materials, Surveying - I, Geology and Geotechnical Engineering, Structural Mechanics, Building Construction, Water Resources and Irrigation, Environmental Engineering, Transportation Engineering, Construction and Project Management. Ekeeda offers Online Mechanical Engineering Courses for all the Subjects as per the Syllabus Visit us: https://ekeeda.com/streamdetails/stream/civil-engineering
STRUCTURAL ANALYSIS NINTH EDITION R. C. HIBBELERBahzad5
STRUCTURAL
ANALYSIS
NINTH EDITION
R. C. HIBBELER
Boston Columbus Indianapolis New York San Francisco Upper Saddle River
Amsterdam Cape Town Dubai London Madrid Milan Munich Paris
Montréal Toronto Delhi Mexico City São Paulo Sydney Hong Kong
Seoul Singapore Taipei Tokyo
Lecturer's name
Dr. Sarkawt A. Hasan
Department of Civil Engineering
College of Technical Engineering
University of Erbil Polytechnic
Erbil Polytechnic University
Subject: Structures
This document provides an introduction to structural dynamics. It discusses single degree-of-freedom systems and their fundamental equation of motion. Key topics covered include free vibration of undamped and damped structures, forced response of SDOF systems, and the effects of damping. An example of a mass-spring system is used to illustrate concepts such as natural frequency, period of oscillation, and the effects of loading rate. The importance of considering structural dynamics in design is highlighted through case studies.
This document discusses the need for raft foundations. Raft foundations are recommended when:
1) Building loads are heavy or soil capacity is low, so individual footings would cover too much area.
2) Soil contains weak lenses or cavities, making differential settlement hard to predict.
3) Structures are sensitive to differential settlement.
4) Structures like silos naturally suit raft foundations.
5) Floating foundations are needed over very weak soil.
6) Buildings require basements or underground pits.
7) Individual footings would experience large bending stresses.
Raft foundations increase capacity, decrease settlement, and equalize differential settlement compared to individual footings. However,
This report is a re-evaluation on DMF as derived in conventional books and as we have used to derive. The report shows in details about the changes in values obtained.
This document discusses the impact of free jets on stationary and moving plates and vanes. It explains the impulse-momentum principle and how it is used to calculate the hydrodynamic force exerted by a jet on plates and vanes in different configurations, including stationary/moving, flat/curved, vertical/inclined. Formulas are provided for calculating the forces and determining efficiencies. Applications to radial flow turbines like the Pelton wheel are described through concepts like angular momentum. The layout of typical hydropower installations and different efficiencies of turbines are also summarized.
IRJET- Comparative Study on Partial Replacement of Cement with Quarry Dust an...IRJET Journal
This document presents a comparative study on the partial replacement of cement with quarry dust and rice husk ash in concrete. Tests were conducted on concrete with 0%, 5%, 15%, 25%, and 35% replacement to determine the compressive strength, split tensile strength, and flexural strength at 7 and 28 days. The results showed that compressive strength increased with up to 25% quarry dust replacement but decreased with rice husk ash replacement. Split tensile strength followed a similar trend while flexural strength was highest at around 15% replacement for both materials. Therefore, partial cement replacement with quarry dust or rice husk ash can improve some concrete properties but the optimal replacement percentage depends on the property and material used.
The document outlines an Eagle Point training road map covering surface modeling, drafting, horizontal and vertical alignments, cross sections, templates, and project outputs over 8 lectures. Lecture 1 covers startup settings and system handling. Lecture 2 covers surface modeling, triangulation, and outputs. Further lectures cover adding and modifying horizontal and vertical alignments, extracting and editing cross sections, designing templates, and generating output reports, plans, profiles, and sheets.
This document provides information about Centrum Park, a real estate development project in Gurgaon, India. It includes the following key details:
- Centrum Park offers 2, 3, and 4 BHK apartments located in Sector 103 of Gurgaon near proposed metro stations and highways.
- Amenities include 80% open space, playgrounds, security features like CCTV and access control, a clubhouse, and parking.
- The project has connectivity to major roads like Dwarka Expressway and NH-8. Apartment sizes range from 900 to 2300 square feet starting from 1.9 crores.
- Fly ash bricks are being used for construction which provide benefits over
Waste product ‘bagasse ash’ from sugar industry can be used as stabilizing ma...eSAT Journals
Abstract Soil is a base of structure, which actually supports the structure from beneath and distributes the load effectively. If the stability of the soil is not adequate then failure of structure occurs in form of settlement, cracks etc. Expansive soil also known as black cotton soil is more responsible for such situations and this is due to presence of montmorillonite mineral in it, which has ability to undergo large swelling and shrinkage. To overcome this, properties of soil must be improved by artificial means known as ‘Soil Stabilization’. It is a technique which improvises one or more soil properties by mechanical, cementing and chemical use. Many research has been conducted for stabilization of soil by using cementing, chemical materials e.g. Fly ash, cement, Calcium chloride, Sodium chloride etc. Toady world is facing serious problem of disposal of agricultural waste. Western Maharashtra is popular for production of sugar cane in large quantity. Sugar factories produces waste after extraction of sugar cane in machines that waste when burnt, the resultant ash is known as ‘Bagasse Ash’. It is a fibrous material with presence of silica (SiO2) and can be used to improve the existing properties of black cotton soil. In this study laboratory experiments were conducted on black cotton soil with partial replacement by Bagasse Ash (3%, 6%, 9% and 12%). This paper highlights significant increase in properties of black cotton soil obtained at 6% replacement of Bagasse Ash without any chemical or cementing material. Keywords: Soil stabilization, black cotton soil, Bagasse Ash, CBR, unconfined compressive strength, MDD
This document provides an overview of basic equations for the theory of plates and shells. It discusses the state of stress and strain at a point, including defining the six independent stress and strain components. It presents the relationships between strain and displacement, and discusses the equilibrium equations relating stress and body forces. Finally, it provides the equations for both Cartesian and cylindrical coordinate systems. The key concepts covered are the fundamental equations that form the basis of plate and shell theory.
This document appears to be a presentation on beams given by a group of civil engineering students at Dhaka University of Engineering & Technology. The presentation covers the definition of a beam, different types of beams classified by shape, design, equilibrium, and support conditions. It also discusses the size, reinforcement, and covering of beams. Key points covered include the types and spacing of longitudinal and transverse reinforcement, as well as the minimum cover requirements. The presentation concludes with descriptions of different failure modes in beams, such as flexural, shear, and diagonal failures.
Structural Analysis, Hibbeler, 8th ed Textbook Bahzad5
This document provides tables and equations for analyzing beam deflections and slopes for various types of beams. It includes equations to determine the deflection (u), slope (v), maximum deflection (umax), and maximum slope (vmax) at different locations along beams subjected to a combination of loads, including concentrated forces (P), uniformly distributed loads (w), and moments (M). It also provides equations for determining deflections and slopes of beams with variable cross sections.
1. The objective of the experiment is to determine the grain size distribution of a soil sample using sieves and comparing the results to BS 410 standards.
2. The procedure involves sieving soil samples through a series of sieves with decreasing pore sizes, weighing the material retained on each sieve, and calculating the percentage retained and passing through each sieve.
3. The results show the weight and percentage retained and passing for each sieve size. A distribution curve is analyzed and compared to grading standards to evaluate the quality of the soil sample.
This document discusses steel fiber reinforced concrete (SFRC). SFRC increases the structural integrity of concrete by adding short, discrete steel fibers that are uniformly distributed and randomly oriented. The document outlines the materials used including cement, aggregates, water, and steel fibers. It describes the mix design process and percentages of steel fibers tested. Beams and cubes were cast with the concrete mixtures and cured before testing to determine the compressive and flexural strengths of the SFRC. The results and conclusions are summarized, with references provided.
Structural dynamics and earthquake engineeringBharat Khadka
1. Structural dynamics is the study of how structures respond to dynamic loads that vary over time due to factors like wind, earthquakes, or machine vibrations. It builds upon static structural analysis by accounting for inertia and damping effects.
2. Dynamic systems can be modeled as having mass, stiffness, and damping properties. The dynamic response of simple systems with a single degree of freedom can be described by a second order differential equation relating displacement, velocity, acceleration, stiffness, damping, and applied forces.
3. For undamped free vibration, the natural frequency and natural period of vibration of a structure can be determined from the mass and stiffness. Most structures exhibit underdamped behavior, where the response decays over time
This document contains a question paper for the Civil Engineering course Structural Dynamics and Earthquake Engineering. It includes 20 short answer questions covering topics like D'Alembert's principle, SDOF systems, mode superposition technique, stiffness and mass matrices, fault classifications, reservoir induced earthquakes, P-delta effects, and more. It also includes 5 long answer questions involving determining natural frequencies of single and multi-degree of freedom systems using matrix and Holzer methods.
This document provides guidelines for designing and constructing machine foundations for reciprocating machines. It specifies the necessary data required from machine manufacturers for static and dynamic design of foundations, including force and moment diagrams, machine details, and vibration characteristics. It also lists the soil data needed, including soil profiles and properties to a sufficient depth. The document defines key terms related to machine foundations and vibration, and covers aspects like damping, resonance, degrees of freedom, and natural frequencies. It is intended to establish general design principles for reciprocating machine foundations.
This document discusses photoelasticity, which is a stress analysis technique that uses the relative retardation between two components of light passing through a photoelastic model. Key points:
1) Photoelasticity measures the difference in refractive indices along principal stress directions in a stressed transparent model, allowing calculation of principal stresses and strains.
2) When unstressed, photoelastic models are isotropic, but stress causes temporary birefringence by changing refractive indices along stress directions.
3) Relative retardation between light components is measured using polariscopes and relates to stress difference through the stress optic law and material properties.
4) Isoclinics and isochromatics appear as loci of points with specific principal stress orientations
Deflection of simply supported beam and cantileveryashdeep nimje
This document describes experiments to measure the deflection of simply supported beams and cantilever beams under different loading conditions. For simply supported beams, deflection increases linearly with applied load and decreases with beam length. Deflection measurements match theoretical calculations. For cantilever beams, deflection increases linearly with both applied load and distance from the fixed end. The experiments demonstrate linear relationships between load/position and deflection as predicted by theory.
This document summarizes a study on improving the strength of concrete by using industrial and agricultural waste such as rice husk ash (RHA) and coconut fibers (coir). RHA is a highly pozzolanic material obtained by controlled burning of rice husk. Coir has excellent mechanical and physical properties. The study investigated partially replacing cement with RHA and adding coir fibers to concrete mixtures. Testing showed concrete strength initially decreased but matched control mixtures at 28 days and increased at 90 days with RHA replacement up to 12.5%. Adding up to 3% coir fibers to 12.5% RHA concrete further improved compressive strength. Flexural strength peaked at 17.5-20% RHA with co
Civil Engineering is the Branch of Engineering.The Civil engineering field requires an understanding of core areas including Mechanics of Solids, Structural Mechanics - I, Building Construction Materials, Surveying - I, Geology and Geotechnical Engineering, Structural Mechanics, Building Construction, Water Resources and Irrigation, Environmental Engineering, Transportation Engineering, Construction and Project Management. Ekeeda offers Online Mechanical Engineering Courses for all the Subjects as per the Syllabus Visit us: https://ekeeda.com/streamdetails/stream/civil-engineering
STRUCTURAL ANALYSIS NINTH EDITION R. C. HIBBELERBahzad5
STRUCTURAL
ANALYSIS
NINTH EDITION
R. C. HIBBELER
Boston Columbus Indianapolis New York San Francisco Upper Saddle River
Amsterdam Cape Town Dubai London Madrid Milan Munich Paris
Montréal Toronto Delhi Mexico City São Paulo Sydney Hong Kong
Seoul Singapore Taipei Tokyo
Lecturer's name
Dr. Sarkawt A. Hasan
Department of Civil Engineering
College of Technical Engineering
University of Erbil Polytechnic
Erbil Polytechnic University
Subject: Structures
This document provides an introduction to structural dynamics. It discusses single degree-of-freedom systems and their fundamental equation of motion. Key topics covered include free vibration of undamped and damped structures, forced response of SDOF systems, and the effects of damping. An example of a mass-spring system is used to illustrate concepts such as natural frequency, period of oscillation, and the effects of loading rate. The importance of considering structural dynamics in design is highlighted through case studies.
This document discusses the need for raft foundations. Raft foundations are recommended when:
1) Building loads are heavy or soil capacity is low, so individual footings would cover too much area.
2) Soil contains weak lenses or cavities, making differential settlement hard to predict.
3) Structures are sensitive to differential settlement.
4) Structures like silos naturally suit raft foundations.
5) Floating foundations are needed over very weak soil.
6) Buildings require basements or underground pits.
7) Individual footings would experience large bending stresses.
Raft foundations increase capacity, decrease settlement, and equalize differential settlement compared to individual footings. However,
This report is a re-evaluation on DMF as derived in conventional books and as we have used to derive. The report shows in details about the changes in values obtained.
This document discusses the impact of free jets on stationary and moving plates and vanes. It explains the impulse-momentum principle and how it is used to calculate the hydrodynamic force exerted by a jet on plates and vanes in different configurations, including stationary/moving, flat/curved, vertical/inclined. Formulas are provided for calculating the forces and determining efficiencies. Applications to radial flow turbines like the Pelton wheel are described through concepts like angular momentum. The layout of typical hydropower installations and different efficiencies of turbines are also summarized.
IRJET- Comparative Study on Partial Replacement of Cement with Quarry Dust an...IRJET Journal
This document presents a comparative study on the partial replacement of cement with quarry dust and rice husk ash in concrete. Tests were conducted on concrete with 0%, 5%, 15%, 25%, and 35% replacement to determine the compressive strength, split tensile strength, and flexural strength at 7 and 28 days. The results showed that compressive strength increased with up to 25% quarry dust replacement but decreased with rice husk ash replacement. Split tensile strength followed a similar trend while flexural strength was highest at around 15% replacement for both materials. Therefore, partial cement replacement with quarry dust or rice husk ash can improve some concrete properties but the optimal replacement percentage depends on the property and material used.
The document outlines an Eagle Point training road map covering surface modeling, drafting, horizontal and vertical alignments, cross sections, templates, and project outputs over 8 lectures. Lecture 1 covers startup settings and system handling. Lecture 2 covers surface modeling, triangulation, and outputs. Further lectures cover adding and modifying horizontal and vertical alignments, extracting and editing cross sections, designing templates, and generating output reports, plans, profiles, and sheets.
This document provides information about Centrum Park, a real estate development project in Gurgaon, India. It includes the following key details:
- Centrum Park offers 2, 3, and 4 BHK apartments located in Sector 103 of Gurgaon near proposed metro stations and highways.
- Amenities include 80% open space, playgrounds, security features like CCTV and access control, a clubhouse, and parking.
- The project has connectivity to major roads like Dwarka Expressway and NH-8. Apartment sizes range from 900 to 2300 square feet starting from 1.9 crores.
- Fly ash bricks are being used for construction which provide benefits over
Waste product ‘bagasse ash’ from sugar industry can be used as stabilizing ma...eSAT Journals
Abstract Soil is a base of structure, which actually supports the structure from beneath and distributes the load effectively. If the stability of the soil is not adequate then failure of structure occurs in form of settlement, cracks etc. Expansive soil also known as black cotton soil is more responsible for such situations and this is due to presence of montmorillonite mineral in it, which has ability to undergo large swelling and shrinkage. To overcome this, properties of soil must be improved by artificial means known as ‘Soil Stabilization’. It is a technique which improvises one or more soil properties by mechanical, cementing and chemical use. Many research has been conducted for stabilization of soil by using cementing, chemical materials e.g. Fly ash, cement, Calcium chloride, Sodium chloride etc. Toady world is facing serious problem of disposal of agricultural waste. Western Maharashtra is popular for production of sugar cane in large quantity. Sugar factories produces waste after extraction of sugar cane in machines that waste when burnt, the resultant ash is known as ‘Bagasse Ash’. It is a fibrous material with presence of silica (SiO2) and can be used to improve the existing properties of black cotton soil. In this study laboratory experiments were conducted on black cotton soil with partial replacement by Bagasse Ash (3%, 6%, 9% and 12%). This paper highlights significant increase in properties of black cotton soil obtained at 6% replacement of Bagasse Ash without any chemical or cementing material. Keywords: Soil stabilization, black cotton soil, Bagasse Ash, CBR, unconfined compressive strength, MDD
This document compares polymer concrete to normal concrete. Polymer concrete contains aggregates bonded together with polyester resins, making it lightweight and highly resistant to water absorption, freezing/thawing cycles, chemicals, and abrasion. It has higher compressive and tensile strengths than normal concrete, with compressive strength increasing up to 37% and tensile strength up to 21%. A case study examines how polymer concrete was used to repair basement coat failures at a hotel in Singapore. The document concludes polymer concrete has improved workability and strength properties over normal concrete.
This document provides information on composite materials and nanomaterials. It defines composites as materials formed by combining two or more materials with different properties. Most composites contain a matrix that binds together a reinforcement material. Composites provide strength and stiffness while being lightweight. They also allow for design flexibility. Nanomaterials exhibit novel properties at the nanoscale, such as optical and catalytic properties, due to increased surface area to volume ratio. Fullerenes and carbon nanotubes are examples of nanomaterials that are of interest for their mechanical and electrical properties.
POLYMERS : PLASTICS AND THERMOPLASTICSSahil Nagpal
This document provides an overview of plastics and rubber, including their history, key developments, types, properties, manufacturing processes, and recycling. Some of the main points covered include:
- The first man-made plastic was Parkesine created in 1862; major early developments included celluloid, Bakelite, and nylon.
- Thermoplastics can be remelted and remolded, while thermosets chemically decompose when heated.
- Plastics are lightweight, durable, versatile materials but take a long time to decompose without proper disposal and recycling.
This document provides information on various types of plastics, their properties, and common uses. It discusses thermoplastics such as polyvinyl chloride (PVC), polytetrafluoroethylene (PTFE), polyethylene, polystyrene, polypropylene, and polyamide. It also covers thermosetting plastics including epoxy, bakelite, and melamine. For each plastic, the key properties and typical applications are outlined.
Polymer concrete has several advantages over traditional Portland cement concrete including greater resistance to corrosion, cracking, and chemicals. It uses binders like epoxies, resins, or polymers to bind the concrete components together which provides increased strength and flexibility compared to standard concrete. Polymer concrete can be used for projects both large and small due to its availability in liquid or powder form.
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.
Polymer concrete and fiber reinforced polymer concrete are alternatives to traditional concrete that can reduce drawbacks like greenhouse gas emissions and energy consumption. Polymers can be classified as synthetic, natural, organic or inorganic. Polymer concrete is made by mixing polymers, aggregates, and sometimes cement or other binders. It has properties like high compressive strength, impermeability, chemical resistance, and good adhesion. Fiber reinforced polymer concrete adds fibers like glass or textile to improve flexural strength and ductility. Geopolymer concrete uses industrial byproducts like fly ash and is more eco-friendly than ordinary Portland cement. Both polymer concrete and fiber reinforced polymer concrete have applications in construction where properties like strength, corrosion resistance and durability are
Polymer concrete is produced by mixing mineral fillers with a synthetic or natural resin binding agent. There are three main types: latex-modified concrete, polymer-impregnated concrete, and polymer concrete. Polymer concrete has many benefits including high strength, durability, fire and heat resistance, chemical resistance, and faster cure times. It can develop high compressive strengths within hours or minutes depending on the materials used. Common applications include flooring, containment structures, trench drains, countertops, furniture, and areas with heavy traffic.
The Central Building Research Institute (CBRI) in Roorkee, India is responsible for generating and promoting building science and technology in India. Since 1947, CBRI has assisted the construction industry in finding solutions to problems related to materials, housing, energy, hazards, structures, and disasters. CBRI conducts applied and basic research, technology development, testing, evaluation, consultancy, and information services related to all aspects of building construction. It works closely with various government ministries and agencies.
These slides discuss our recent cultivation of groundnut and its oil extraction. We have organically cultivated groundnut and its yield was better than an average non-organic farming. The procedures are presented in the slides.
This document discusses ferrocement, which is a reinforced concrete made of cement mortar and closely spaced steel mesh or rods. It describes the materials used including cement mortar mix, skeleton steel, and steel mesh reinforcement. It outlines the properties of ferrocement such as durability, strength, and flexibility. Finally, it covers the applications, advantages like cost effectiveness, and disadvantages of ferrocement.
Ferrocement is a thin reinforced concrete made of cement mortar and wire mesh. It is strong, durable, and low-cost. Common applications include walls, floors, roofs, water tanks, bridges, and marine structures. Ferrocement is 2-5 cm thick and has a cement mortar mix reinforced with steel mesh or rods. It was invented in the 1850s and methods of construction include skeletal armature, closed mould, integral mould, and open mould. Ferrocement is used Residential buildings, marine applications, water and sanitation infrastructure, agriculture, renewable energy, and other structures.
Ferrocement is a composite material made of cement, sand, water and wire mesh. It is thin and lightweight but has high tensile strength. Ferrocement elements are 2-3 cm thick with wire mesh reinforcement. It has applications in water tanks, boats, benches and roofs due to its strength, repair ability and moldability. It can be cast using various techniques like hand plastering, semi-mechanized process, centrifuging and guniting. Centrifuging and guniting provide better compaction for pressure pipes and prefabricated units.
Polymer concrete is a composite material made by impregnating a conventional concrete with monomers like methyl methacrylate or styrene, then polymerizing them to fill its pores and voids. This reduces porosity and improves strength and durability properties. Three main types are polymer impregnated concrete, polymer cement concrete, and polymer concrete. Polymer impregnated concrete uses precast concrete impregnated with monomer then polymerized. It exhibits higher strength, stiffness, and durability compared to conventional concrete.
Polymer concrete uses polymers instead of or along with water and cement as binders. It has higher strength, durability, chemical resistance, and cures more quickly than traditional concrete. Geopolymer concrete uses industrial byproducts like fly ash activated by an alkaline solution as binders. It has lower environmental impact than traditional concrete and gains strength rapidly. Both polymer and geopolymer concretes have advantages over traditional concrete such as higher strength, faster curing, and better durability, but also have disadvantages including brittleness and higher cost. Fiber reinforcement can increase the tensile strength of polymer concretes.
The document discusses the origins and properties of plastics. It describes how plastics are made from polymers formed by linking monomers together. It classifies plastics as either thermoplastics, which can be remelted, or thermosettings, which can only be melted once. The document outlines several processes for working with plastics, including blending, calendaring, molding techniques like injection and blow molding, and recycling plastics.
Geopolymer concrete is an innovative, eco-friendly construction material.
It is used as replacement of cement concrete.
In geopolymer concrete cement is not used as a binding material.
Fly ash, silica-fume, or GGBS, along with alkali solution are used as binders.
Industrial waste refers to solid, liquid and gaseous emissions from industrial operations that are hazardous due to being corrosive, reactive, toxic and leading to pollution. Industrial waste can be reduced through recycling, treatment and more eco-friendly manufacturing methods. Waste management involves collecting, transporting, processing, disposing and monitoring all waste materials to reduce health and environmental impacts. Common waste management methods include landfilling, incineration, recycling, and biological reprocessing to recover organic materials. The goal of resource recovery is to delay consumption of natural resources by shifting from waste management to recycling and reusing materials.
An Experimental Study on the Reuse of Waste Water Treatment Plant Sludge in t...IRJET Journal
This document summarizes an experimental study on reusing sludge from a wastewater treatment plant in manufacturing bricks. Six scenarios using different combinations of three soil types (Kanota soil, Samodh soil, Black cotton soil) and wet or dry sludge were tested. The second scenario using Kanota soil and dry sludge produced bricks with cracks and odors. However, the third scenario using fresh wet sludge with Kanota soil yielded better results. The fourth scenario using burnt sludge with Black cotton soil resulted in brick shrinkage. The sixth scenario using fresh wet sludge with Samodh soil produced bricks with no cracks at replacement levels up to 30%. Compressive strength generally decreased as sludge content increased
IRJET- Reuse of Bagasse Ash and Rice Husk in Brick Manufacturing: A ReviewIRJET Journal
This document summarizes research on reusing bagasse ash and rice husk in brick manufacturing. Bagasse ash is a waste product from sugarcane processing and rice husk is an agricultural waste. The research aims to develop affordable and environmentally friendly bricks. Various ratios of bagasse ash, lime, quarry dust, and rice husk were used to manufacture bricks. The bricks were then tested for water absorption and compressive strength. Previous studies found that bagasse ash and rice husk can improve brick properties when used as partial substitutes for traditional materials. Reusing these wastes in brick making provides environmental benefits and helps address the problems of waste disposal and resource depletion.
IRJET- Effect of Industrial Sludge and Coconut Coir in Strengthening of Red B...IRJET Journal
This document discusses a study that aimed to examine the use of industrial sludge and coconut coir as alternative raw materials in the production of red bricks. Various mixtures of red soil, industrial sludge at percentages of 5%, 10%, and 20%, and a constant 0.1% coconut coir were prepared and tested. The bricks were evaluated based on properties like compressive strength, water absorption, efflorescence, and other tests according to standards. The results were analyzed to determine the effect of the variables. Recommendations were made on whether the industrial sludge bricks could perform adequately compared to traditional red soil bricks. The objectives were to utilize waste materials, reduce construction costs, strengthen bricks, and examine the feasibility of using
This document reviews utilizing slate powder waste from the slate pencil industry into value-added products. Slate processing produces around 0.3 tonnes of slate powder waste per ton of slate stone. Currently, dumping this waste causes environmental problems. The review explores using slate powder in concrete blocks, cement, ceramic tiles, and other construction materials as a replacement for conventional raw materials. Previous studies found slate powder can increase strength when substituted for cement or sand in concrete. The aim is to convert waste into useful materials to reduce disposal costs and pollution problems from slate industry waste.
IRJET - Study on Site Soil Treated with Bagasse Ash as a Liner MaterialIRJET Journal
The document studies the use of sugarcane bagasse ash, a byproduct of sugar production, as an additive to site soil to improve its properties for use as a liner material in waste containment facilities. Laboratory tests were conducted on soil samples with varying percentages of bagasse ash addition to determine optimal moisture content, compaction characteristics, unconfined compressive strength, and hydraulic conductivity. The results showed that bagasse ash improved the geotechnical properties of the soil, with hydraulic conductivity decreasing and strength increasing, indicating its potential as an effective and sustainable liner material.
IRJET- Study on Soil Stabilization with Partial Replacement of Rice Husk ...IRJET Journal
This document summarizes a study on soil stabilization using partial replacement of rice husk in subgrade soil. The study involved testing the effects of adding rice husk at various percentages on the engineering properties of alluvial and clayey soils. Standard tests were conducted to determine the specific gravity, liquid limit, plastic limit, free swell index, optimum moisture content, and California Bearing Ratio (CBR) of the soils with rice husk additions. The results showed that the CBR values of both soils increased with the addition of rice husk, with the unsoaked CBR increasing more significantly than the soaked CBR. The liquid limit and plastic limit of the soils also decreased with the addition of rice husk. The
IRJET- Development of Sustainable Brick Materials Incorporating Agro-Wastes: ...IRJET Journal
This document summarizes research on developing sustainable brick materials using agricultural wastes. Specifically, it reviews the potential of using sugarcane bagasse ash (SBA) and rice husk ash (RHA) as ingredients in alternative brick compositions. Several studies found that incorporating small amounts of SBA (5% by weight) and RHA into fired clay bricks can produce lighter bricks that meet strength requirements while utilizing agricultural waste materials and reducing environmental impacts. The document concludes that using agro-wastes like SBA and RHA in brick production provides a solution to pollution from waste disposal and helps make construction materials more sustainable and economical.
UTILIZATION OF EGG SHELL POWDER AND PLASTIC WASTES IN THE PRODUCTION OF CONCR...IRJET Journal
This document summarizes a research study on utilizing egg shell powder and plastic wastes in concrete production. The study involved partially replacing cement with 0-20% egg shell powder and replacing coarse aggregates with 0-40% plastic waste aggregates. Specimens were tested after 7, 14, and 28 days of curing. The optimum mix showed strength results within permissible limits. Utilizing these wastes in concrete can improve its properties while providing an environmentally-friendly use of wastes.
Environmental Feasibility in Utilization of Foundry Solid Waste (Slag) for M2...iosrjce
Slag utilized here is obtained from the blasting process of the metal ore in a Cupola furnace .Slag
is a by-product of the iron and steel manufacturing process. Generally a blast furnace operates on a
continuous basis and produces approximately 250 — 300 kg of slag per tons of iron produced. The slag is
collected in a foundry in Coimbatore and it is approximately graded to the size of a coarse aggregate used in
M20 grade concrete (i.e size of a 20mm jelly) and partial replacement of the coarse aggregate is seen in
initial fractions. Also the fine aggregate used in M20 concrete mix ratio is completely replaced by use of
quarry dust which is a cheaper material when compared to sand. Ratio of fine and coarse aggregates
replacement are prepared and accordingly the cubes are casted as per IS:456-2000 M20 mix ratio. Then the
cubes are set for curing in water for 28 days. The leachate analysis is carried out by taking water samples for
every consecutive four days till the 28th day and the samples are analyzed for metals which are of high
environmental concern. After the curing process the cubes are taken out and tested for compressibility .So in
this project “WEALTH FROM WASTE” concept is established by using foundry solid waste (slag) and quarry
dust as a replacement for normal coarse and fine aggregate, such that both civil and environmental concerns
are taken into account
Effects of Textile Effluent on the Differential Free Swell Index of Expansive...IJMER
The rapid growth in population and industrialization cause generation of large
quantities of effluents. The bulkeffluents generated from industrial activities are discharged either
treated or untreated over the soil leading to changes in soil properties causing improvement or
degradation of engineering behaviour of soil. If there is an improvement in engineering behaviour of
soil, there is a value addition to the industrial wastes serving thethree benefits of safe disposal of
effluent, using as a stabilizer and return of income on it. If there is degradationof engineering behaviour
of soil then solution for decontamination is to be obtained. Hence an attempt is madein this investigation
to study the effect of Textile effluent on the Differential free swell index Value of an expansive soil.
IRJET- Study of Plastic Bricks Made from Waste PlasticIRJET Journal
The document summarizes a study on making bricks using waste plastic. Researchers created bricks by mixing waste plastic granules constituting 0-20% by weight with fly ash, cement, and sand. The bricks were cured for 28 days and then baked at 90-110°C for 2 hours. Testing found the plastic bricks to be lightweight, porous, with low thermal conductivity and adequate mechanical strength. Unlike other porous brick production methods, this process does not use high-temperature incineration and thus has lower carbon emissions. The plastic bricks showed similar compressive strength to normal bricks and reduced water absorption. Efflorescence values were also lower than normal bricks. This study introduces a new method of sustainably managing thermoplastic waste
Rice Husk Ash Sandcrete Block as Low Cost Building MaterialIJERA Editor
Concrete is a widely used construction material for various types of structures due to its structural stability and
strength. The construction industry is today consuming more than 400 million tonnes of concrete every year
.Most of the increase in cement demand will be met by the use of supplementary cementing materials, as each
ton of Portland cement clinker production is associated with similar amount of CO2 emission, which is a major
source of global warming. Partial replacement of ordinary Portland cement with mineral admixtures like fly ash,
ground granulated blast furnace slag, silica fume, metakaolin, Rice husk Ash (RHA),etc with plasticizers
eliminates these drawbacks. The use of rice husk modifies the physical qualities of fresh cement paste as well as
microstructure of paste after hardening. By burning the rice husk under a uncontrolled temperature in the
atmosphere, a highly reactive RHA was obtained and the ash was utilized as a supplementary cementing
material. This paper presents the effects of using Rice Husk Ash (RHA) as a partial cement replacement
material in mortar mixes. This work is based on an experimental study of mortar made with replacement of
Ordinary Portland Cement (OPC) with 10%, 20% 30% & 40% RHA. The properties investigated were the
compressive strength, setting time, consistency, workability and specific gravity. Finally, a cost analysis was
also done to compare the efficiency of rice husk ash sandcrete blocks. From the test results it can be concluded
that rice husk ash can be utilized in day today life of manufacturing building blocks which are more economical
and more eco-friendly than the cement concrete blocks which are produced now-a-days
“EXPLORING THE EFFECT OF RICE STRAW ON GEOTECHNICAL PROPERTIES FOR POORLY GRA...IRJET Journal
This research investigates the impact of adding rice straw powder to poorly graded sand on its geotechnical properties. Rice straw powder is added in varying percentages ranging from 0.25% to 1.25% by weight of the soil. A series of laboratory tests are conducted to evaluate the properties of the soil-straw mixture, including specific gravity, particle size distribution, and lightweight compaction tests. Preliminary results suggest that as the percentage of rice straw powder increases, the optimum moisture content increases from 10.13% to 11.46% while the maximum dry density decreases from 1.86 g/cc to 1.62 g/cc. This study aims to provide insights into sustainable soil improvement methods using agricultural waste.
Eco bricks by using municipal solid waste and Agricultural wasteIRJET Journal
The document discusses the production of "eco bricks" using municipal solid waste and agricultural waste. It aims to provide an eco-friendly and sustainable solution for construction materials. The methodology involves mixing soil, plastic waste, and agricultural waste and molding them into bricks. The bricks are then dried and fired in kilns. Experimental results show that bricks with 10% waste content had higher compressive strength than conventional bricks. Eco bricks reduce pollution, waste, and costs while providing sufficient strength for construction compared to traditional bricks.
IRJET- Experimental Investigation on Brick Manufacturing by using Sludge & Pu...IRJET Journal
This document describes an experimental investigation into manufacturing bricks using sludge and paper pulp residue. Sludge from wastewater treatment and residue from paper pulp production are industrial wastes that require proper disposal. The study aims to incorporate these wastes into brick production as partial replacements for traditional materials like clay. Bricks are made with mixtures containing fly ash, lime, quarry dust, gypsum, and varying percentages of sludge and pulp residue from 5-15%. The resulting bricks are tested to determine optimum waste content without burning. Using industrial wastes could provide a sustainable building material while reducing pollution from waste disposal.
IRJET- Partial Replacement of Cement and Fine Aggregate by using Sugarcane As...IRJET Journal
This document reviews research on using sugarcane bagasse ash and waste glass aggregate as partial replacements for cement and fine aggregate in concrete for rigid pavement construction. Several studies have found benefits to using these replacements, including increased strength and resistance to sulfate attack when sugarcane bagasse ash replaces up to 10% of cement. Replacing fine aggregate with crushed waste glass also increases strength while providing an economic and environmentally friendly use for large volumes of waste glass. The review examines the effects of these replacements on properties of fresh and hardened concrete like workability, compressive strength, flexural strength, and permeability.
EFFECT OF PARTIAL REPLACEMENT OF CEMENT BY GROUNDNUT SHELL ASH AND SAND BY WA...IRJET Journal
This document summarizes a research study that investigated the effect of partially replacing cement with groundnut shell ash (GSA) and replacing sand with washed bottom ash (WBA) on the characteristic properties of concrete. GSA and WBA are waste materials that are available in large quantities and can potentially be used to replace cement and sand in concrete production. Concrete mixes were prepared with 0-36% replacement of cement with GSA and 0-48% replacement of sand with WBA. The resulting concrete was tested to determine properties like workability, compressive strength, split tensile strength, and flexural strength after different curing periods. The results showed that concrete workability was acceptable with GSA and WBA replacements. However
Use of Waste Materials As a replacement of Coarse Aggregate in Concrete MixNitin Yadav
The document discusses the use of waste materials in concrete. It outlines the objectives of reducing waste and finding alternative materials for construction. Three waste materials are examined: e-waste, rubber tire waste, and coconut shell waste. Their properties like water absorption and specific gravity are tested. Previous research on using these wastes in concrete is summarized. Experiments are described to determine properties of materials. A concrete mix design is provided with the goal of achieving 25MPa compressive strength. The document aims to explore sustainable and economical use of waste in construction materials.
CASTING AND EVALUATING THE INTERLOCKING BRICKS USING ORGANIC WASTE MATERIAL.IRJET Journal
The document discusses casting and evaluating interlocking bricks using organic waste material like textile sludge. Bricks containing 15% textile sludge showed the best results with a compressive strength of 3.98 N/mm2 and water absorption of 15%, compared to conventional bricks. The study concludes that using a 15% mixture of textile sludge and clay in interlocking bricks produces strong, environmentally-friendly construction materials while utilizing industrial waste.
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Dp 1
1. BIRLA
VISHVAKARMA
MAHAVIDHYALAYA
Dissertation Phase -I (740002)
ON
GUJARAT
TECHNOLOGICAL
UNIVERSITY
NEW EYECATHER OF CONSTRUCTION SECTOR :
UTILIZATION OF AGROWASTE ASHES IN BRICKS
INDUSTY
PREPAIRED BY:
UNDER GUIDANCE OF:
Dhruv Vyas.(120070714017)
PROF. JAYESHKUMAR
R.PITRODA
M.E-CONSTRUCTION
ENGINEERING &MANAGEMENT3rd SEM-2013
ASSISTANT PROFESSOR
B.V.M. ENGINEERING COLLEGE
CIVIL ENGINEERING
DEPARTMENT
VALLABH VIDHYANAGAR
B.V.M. ENGINEERING COLLEGE
2. CONTENT
INTRODUCTION
OBJECTIVE
NEED
OF STUDY
OF STUDY
SCOPE
OF STUDY
CRITICAL
ABOUT
LITERATURE REVIEW
AGROWASTES
BARLEY HUSK ASH
GROUNDNUT SHELL HUSK ASH
TOBBACO HUSK ASH
METHODOLOGY
WORKFLOW
CHART
ACKNOWLEDGEMENT
REFRENCES
3.
A brick is a block or a single unit of a ceramic material used in masonry construction. Typically
bricks are stacked together or laid as brickwork using various kinds of mortar to hold the bricks
together and make a permanent structure.
Bricks are typically produced in common or standard sizes in bulk quantities. They have been
regarded as one of the longest lasting and strongest building materials used throughout history.
A "brick" is a standard-sized (19*9*9) weight-bearing building unit. Bricks are laid in horizontal
courses, sometimes dry and sometimes with mortar. When the term is used in this sense, the
brick might be made from clay, lime-and-sand, concrete, or shaped stone. In some cases, such
as adobe the brick is merely dried. More commonly it is fired in a kiln of some sort to form a true
ceramic.
4. The
rapid urbanization is creating a shortfall of conventional building construction materials due to
limited availability of natural resources.
On the other hand energy consumed for the production of conventional building construction
materials pollutes air, water and land.
In order to meet the ever increasing demand for the energy efficient building construction materials
there is a need to adopt cost effective, environmentally appropriate technologies and upgrade
traditional techniques with available local materials.
5. •
The results provide a guideline for producing adobe brick containing agricultural
by-products with improved strength and lower moisture absorption. Agro Brick
with performance improved in these ways will be beneficial for developing lowcost Architecture for local people and for building and recreation facilities for the
residential and commercial Industry.
6. OBJECTIVES
•
To make agro waste bricks for Erosion of Clay.
•
To utilize the waste of agro wastes in construction
•
To make non-conventional brick product.
•
Far Eye for sustainable construction.
•
To compare properties and cost factor with Normal Bricks.
•
To make a green bricks .
7. NEED OF STUDY
Excess use of good clay caused erosion of fertile soil and soil
degradation and disturbed the ecology, burnt clay brick industry.
In India produces over 60 billion clay bricks annually resulting in strong
impact on soil erosion and unprocessed emissions. Use of traditional
technologies in firing the bricks results in significant local air pollution.
Study conduct to add Barley Husk Ash , Groundnut shell Ash ,
Tobacco husk Ash to reducing fertile land erosions and control over
consuming of clay by construction sector.
8. Scope of study
Scope
of this study is limited to Gujarat region of the India
Replacement
of various Agro wastes as addition in bricks accordingly in the
range of 0%, 10%, 20%, 30%, 40% and 50% by weight.
Assessment
of agro wastes ( barley husk / Groundnut shell , Tobacco husk )
and clay which will be use in brick by various test such as specific gravity,
specific gravity, water absorption.
Engineering
properties like compressive strength, water absorption and size
and shape have been studied. It is important to consider the strength and
moisture absorption capacity of
compressive
absorption.
strength,
shrinkage,
brick. In adobe brick effects optimal
thermal
conductivity,
and
moisture
10. SR.
NO.
AUTHORS
JOURNAL WITH
YEAR
TITLE
IMPORTANT SIGNIFICANCE
1.
ALAA.A.SHAKIR,
NAGANATHAN, KAMAL
NASHARUDDIN BIN MUSTAPHA
AUSTRALIAN JOURNAL
OF BASIC AND APPLIED
SCIENCES , 2013
DEVELOPMENT OF
BRICKS FROM WASTE
MATERIAL
IN TERMS OF MAKING MORE
ENVIRONMENTAL AND AN ECONOMICAL
BRICK NEITHER CONSUMES ENERGY
RESOURCES NOR EMITS POLLUTANT
GASES GIVES AN ECONOMICAL OPTION
TO DESIGN THE GREEN BUILDING.
2.
P.S. SHEHRAWAT, NITU SINDHU
THIRD INTERNATIONAL
SCIENTIFIC SYMPOSIUM
"AGROSYM JAHORINA
2012“ , 2012
AGRICULTURAL
WASTE UTILIZATION
FOR HEALTHY
ENVIRONMENT AND
SUSTAINABLE
LIFESTYLE
EMPLOYMENT OPPORTUNITIES WILL
INCREASE IF INDUSTRIES LIKE
PROCESSING UNITS FOR MAKING VALUE
ADDED PRODUCTS DEVELOPMENT OF
WASTE COLLECTION CENTERS IN
VILLAGES AND OTHERS ARE DEVELOPED
IN VILLAGES.
3.
JOSÉ A. RABI, SERGIO F.
SANTOS, GUSTAVO H. D.
TONOLI AND HOLMER
SAVASTANO JR.
NOVA SCIENCE
PUBLICATION , 2009
AGRICULTURAL
WASTES AS BUILDING
MATERIALS:
PROPERTIES,
PERFORMANCE AND
APPLICATIONS
PROVIDE A SUITABLE AS WELL AS A
SUSTAINABLE SOLUTION. ALSO
IMPROVING THERMAL CONDUCTIVITY
10
11. 4.
DANIEL G.
PENNINGTON,
ROBERT C. FRAZEE,
STEVEN R. JONES ,
DAN EATON,
DAVID A. ROBERTI
CALIFORNIA
ENVIRONMENT
AL
PROTECTION
AGENCY ,
JANUARY 1999
FEASIBILITY
STUDY
ON THE
EXPANDED USE
OF
AGRICULTURAL
AND FOREST
WASTE
IN COMMERCIAL
PRODUCTS
These products and uses appear
to have bright futures and further
research will undoubtedly develop
productive uses for these wastes.
5.
MR. MOHAMMED
MAJZOUB
TECHNICAL
BRIEF , 1999
UTILIZATION OF
COW-DUNG IN
BRICKMAKING
Modifies properties of those clays
and results in better brick qualities
compared to other
organicwaste,improves plasticity,
reduces green breakage and acts
as internal fuel in firing bricks thus
reducing firing cracks.
11
12. SR. NO.
AUTHORS
JOURNAL
WITH YEAR
TITLE
IMPORTANT SIGNIFICANCE
6.
SUBIR SHRI
SINGH
ENVIS NEWS
LETTER ,
FEBRUARY 2007
BUILD WELL
WITH WASTE
Use
of
environment-friendly
technologies .
Minimize
transportation
of
material .
Maximize the use of local
material and resources .
Utilization of industrial and mine
wastes for the production of
building material .
13. About Agro wastes
Agricultural waste is waste produced at agricultural premises as a result of an
agricultural activity. This includes land used for horticulture, fruit growing, seed
growing, dairy farming and livestock breeding and keeping, the use of land as
grazing land, meadow land, market gardens and nursery grounds, and the use
of land for woodlands where that use is ancillary to the farming of land for other
agricultural purposes.
Study conduct Innovative approaches of Barley Husk ash , Tobacco husk Ash ,
Groundnut shell husk ash adding in proportions of 10 %,20%, 30%, 40% ,50%
partial replacement of clay .
To
control the consumption of clay from brick manufacturing industries.
14. Barley Husk Ash
One of the Second largest crop produced in India after Rice. Barley comes in Rabi
Crop. Specially in Gujarat North Gujarat and mid –east Gujarat region of india
growing crop of Barley.
15.
Barley husk ash as addition in bricks accordingly in the range of 0%, 0.10%, 0.20%,
0.30%, 0.40% and 0.50% by weight.
To
check mechanical properties of by Compression Test (at 7, 14 and 28 days), Water
absorption test (at 28 days).
BHA – clay bricks have very low water absorption of 12-15%.
BHA bricks can be of good quality with sharp edges, controlled dimensions and offer a
plain and even finish. They are resistant to wear and tear which makes them suitable for
the internal and external uses. Plastering over brick can be avoided thus achieving
further economy.
The bonding with mortar and plaster is much greater or better in the case of BHA
bricks.
16. Groundnut shell Husk Ash
Groundnut
shell is an important cash crop produced in large quantity in India.
The production of ground nut reached its peak in India during the period of 1969
to 1978,when approximately 2.7 million tones of the pods were produced from
an area of 1.5 million hectares.
The utilization of groundnut husk will promote waste management at little cost,
reduce pollution by these wastes and increase the economic base of farmers
when the waste is sold thereby encouraging more production.
17. Groundnut
shell husk ash as addition in bricks accordingly in the range of 0%,
0.10%, 0.20%, 0.30%, 0.40% and 0.50% by weight.
To
check mechanical properties of by Compression Test (at 7, 14 and 28 days),
Water absorption test (at 28 days).
18. Tobacco Husk Ash
Tobacco
one of the most important crop of Charotar region of Gujarat . In india
and specially Gujarat is the highest grower of tobacco.
Tobacco
cultivation is similar to other agricultural products. Seeds are sown
in cold frames or hotbeds to prevent attacks from insects, and then transplanted
into the fields. Tobacco is an annual crop, which is usually harvested
mechanically or by hand.
19.
Tobacco husk ash as addition in bricks accordingly in the
range of 0%, 0.10%, 0.20%, 0.30%, 0.40% and 0.50% by
weight.
To
check mechanical properties of by Compression Test (at
7, 14 and 28 days), Water absorption test (at 28 days).
20. Advantages of Agro wastes
Agro
wastes are providing a cost effective alternative to conventional bricks,
by reducing the cost of brick.
Its
It
easily available.
controls the consumption of clay from clay bricks manufacturer.
Far
It
eye for Sustainable Development..
is an innovative supplementary Construction Material.
21. Disadvantages of Agro waste
It can not be utilize in brick without proper experiment investigation
It can not be possible to fully replacement of clay brick without affecting
strength
22. Tests for bricks
Crushing
Strength
Absorption
Test
The following field tests help in ascertaining the good quality bricks:
(i) uniformity in size
(ii) uniformity in color
(iii) structure
(iv) hardness test
(v) sound test
(vi) strength test.
Efflorescense
23. Compressive Strength ( IS: 3495 – P (1)-1992)
The
brick specimen are immersed in water for 24 hours. The frog of
the brick is filled flush with 1:3 cement mortar and the specimen is stored
in damp jute bag for 24 hours and then immersed in clean water for 24
hours.
The
specimen is placed in compression testing machine with 6 mm
plywood on top and bottom of it to get uniform load on the specimen.
Then load is applied axially at a uniform rate of 14 N/mm .
The
crushing load is noted. Then the crushing strength is the ratio of
crushing load to the area of brick loaded. Average of five specimen is
taken as the crushing strength.
24. Absorption Test ( IS 3495- PART 1-4)
Brick specimen are weighed dry. Then they are immersed in water for a period of 24
hours. The specimen are taken out and wiped with cloth. The weight of each
specimen in wet condition is determined.
The
difference
in
weight
indicate
the
water
absorbed.
Then
the
percentage absorption is the ratio of water absorbed to dry weight multiplied by 100.
The average of five specimen is taken. This value should not exceed 20 per cent.
sharp edges.
To check it, 20 bricks are selected at random and they are stacked along the
length, along the width and then along the height. For the standard bricks of size 190
mm
90 mm
90 mm.
25. IS
code permits the following limits:
Lengthwise:
Widthwise:
Height
3680 to 3920 mm
1740 to 1860 mm
wise: 1740 to 1860 mm.
The following field tests help in ascertaining the good quality bricks:
(i) uniformity in size
(ii) uniformity in color
(iii) structure
(iv) hardness test
(v) sound test
(vi) strength test.
26. Uniformity
in Size:
A good brick should have rectangular plane surface and uniform in size. This check is made in the
field by observation.
Uniformity
A
in Colour:
good brick will be having uniform colour throughout. This observation may be made before
purchasing the brick.
Structure:
A
few bricks may be broken in the field and their cross-section observed. The section should be
homogeneous, compact and free from defects such as holes and lumps.
Sound Test: If two bricks are struck with each other they should produce clear ringing sound. The
sound should not be dull.
Hardness Test: For this a simple field test is scratch the brick with nail. If no impression is
marked on the surface, the brick is sufficiently hard
27. Efflorescense
The
presence of alkalies in brick is not desirable because they form patches of gray
powder by absorbing moisture. Hence to determine the presence of alkalies this test is
performed as explained below: Place the brick specimen in a glass dish containing water to
a depth of 25 mm in a well ventilated room.
After all the water is absorbed or evaporated again add water for a depth of 25 mm. After
second evaporation observe the bricks for white/grey patches.
28. Work flow chart
PHASE - 1
DETERMINE OBJECTIVE AND SCOPE THE
STUDY
LITERATURE REVIEW
UNDERSTANDING AGRO WASTE MATERIAL,
UTILIZATION IN BRICKS INDUSTRY
DETERMINE RESEARCH METHODOLOGY, MIX
PROPORTION
29. PHASE-2
CASTING OF BRICKS, AS PER MIX
PROPORTIONS
TESTING AND ANALYZING THE RESULTS &
RATE ANALYSIS
CASE VALD ON ??- YES
DOUCMENTATION
30. ACKNOWLEDGEMENT
•
Prof. J.J.Bhavsar– B.V.M Engg. College, V.V.Nagar.
•
Prof. J.R.Pitroda– B.V.M Engg. College, V.V.Nagar.
•
Students of M.E-Construction Engineering & Management, B.V.M Engg. College,
V.V.Nagar.
31. References
Arslan E. I Il , Aslan Sibel, Ipek Ubeyde, Altun Samet, Yazicio lu Salih, 2005, Physico-chemical treatment of marble
processing wastewater and the recycling of its sludge, Waste Management & Research, 23( 6): 550-559.
Balasubramanian J., Sabumon C., john U. Lazar ,And ilangovanR.,1995, Reuse of textile effluent treatment plant
sludge in buildingmaterials, journal of materials processing technology 48 (1-4) : 379–384.Weng, C., Lin, D. and
Chiang, P., 2003. Utilization of sludge as brick materials. Advances in Environmental Research, 7 (3): 679-685
Colangelo F., Marroccoli M., and Cioffi R., Properties of self-leveling concrete made with industrial wastes.
Conference on use of building materials in building structures, November,2004, Barcelona , Spain
Colombo A. , Tunesi A., Barberini V., Galimberti L., Cavallo A.,chemical and mineralogical characterization of cutting
process sludge , exploitation of sludge from stone working synthesis of the research, accessed
2008,http://www.aigt.ch/ download/ rapporto_INTERREGen.pdf .
Dr.T.Sekar, N.Ganesan & Dr.NVN.Nampoothiri (2011) ,“Studies on strength characteristics on utilization of waste
materials as coarse aggregate in concrete”, International Journal of Engineering Science and Technology,Volume 3
No 7, 2011.
32. •
G.Murali, K.R.Jayavelu, N.Jeevitha, M.Rubini and N.R.Saranya “Experimental
Investigation On Bricks With Partial Replacement Of innovative material” International
Journal of Engineering Research and ApplicationsVol. 2, Issue 2,Mar-Apr 2012, pp.314319. [5] Hansen, T. C. and Begh, E., „Elasticity and drying shrinkage of recycled
aggregate concrete‟, Journal of American Concrete Institute, 82
•
Hasaba, S., Kawamura, M., KazuyukI,T. and Kunio,T., „Drying shrinkage and durability
of concrete made from recycled concrete, bricks and aggregates‟, Transactions of Japan
Concrete Institute, Tokyo, Vol 3, 1981, pp.55-60.
•
IS 2386-1963 – PART I- PARTICLE SIZE AND SHAPE