Concrete is a mixture of paste and aggregates. Aggregates make up 60-75% of concrete and include sand, gravel, or crushed stone. Aggregates are classified as fine or coarse based on their size, and can be natural or manufactured. Tests are performed on aggregates to determine properties like grading, shape, density, moisture content, and durability which influence the properties of fresh and hardened concrete. Proper aggregate selection and testing is important for producing high quality, high strength concrete.
Aggregates make up 65-80% of concrete's volume and are inert fillers that float in the cement paste. Their characteristics impact the performance of fresh and hardened concrete. Aggregates are classified based on size, specific gravity, availability, shape, and texture. Proper aggregate grading leads to a dense, strong concrete mixture. The fineness modulus is a number that indicates an aggregate's grading, and the flakiness index measures elongated particles. Well-graded aggregates with low elongation produce high quality concrete.
This document discusses quality control in concrete construction. It explains that concrete is made by mixing cement, fine aggregate, coarse aggregate, water, and admixtures. Quality control is important to ensure the concrete has strength, durability, and aesthetics. Quality control involves testing the materials used, the fresh concrete mix, and the hardened concrete. Tests on fresh concrete include slump and compacting factor tests, while tests on hardened concrete include compression, tensile, and flexural strength tests. The document outlines the quality control process from the production of materials to placement and curing of the concrete.
The document discusses factors that affect the strength of concrete, including water-cement ratio, aggregate-cement ratio, maximum aggregate size, and degree of compaction. It states that concrete strength is inversely proportional to water-cement ratio according to Abrams' law. A lower water-cement ratio and higher degree of compaction produce stronger concrete by reducing porosity. A leaner aggregate-cement ratio also increases strength by absorbing water and reducing shrinkage. Larger aggregate size can reduce water needs but may decrease strength by lowering surface area for bond development.
This document provides information on aggregates used in traditional building materials. It defines aggregates as fillers used with binding materials that are derived from rocks. Aggregates make up 70-80% of concrete's volume and influence its properties. Aggregates are broadly classified into fine aggregates smaller than 4.75mm and coarse aggregates larger than 4.75mm. The document discusses various types of coarse aggregates based on geological origin, size, shape, and unit weight. It also covers properties of aggregates like strength, shape, specific gravity, moisture content and tests conducted on aggregates. Alkali aggregate reaction and measures to prevent it are summarized.
Concrete Technology, PPT Based On Unit 2 (Aggregates)
In this PPT you Can studied about Types of aggregates, its properties, and Laboratory testing on it.
By- Prof K.S.Somase
(Assistant professor of Gurukul Education society's Institute of engineering and technology, Nandgaon
The document describes 7 different tests conducted on cement:
1. Field testing examines the cement's appearance, texture, and behavior when mixed with water.
2. The standard consistency test determines the percentage of water needed to achieve a standardized consistency for cement paste.
3. The fineness test evaluates the particle size distribution of cement, with finer particles offering a greater surface area for hydration.
4. The soundness test ensures cement does not expand after setting, which could indicate excess lime causing unsoundness.
5. The strength test measures the compressive strength of cement mortar mixtures at various ages (3, 7, 28 days).
6. The heat of hydration test examines the heat released
Aggregates make up 65-80% of concrete's volume and are inert fillers that float in the cement paste. Their characteristics impact the performance of fresh and hardened concrete. Aggregates are classified based on size, specific gravity, availability, shape, and texture. Proper aggregate grading leads to a dense, strong concrete mixture. The fineness modulus is a number that indicates an aggregate's grading, and the flakiness index measures elongated particles. Well-graded aggregates with low elongation produce high quality concrete.
This document discusses quality control in concrete construction. It explains that concrete is made by mixing cement, fine aggregate, coarse aggregate, water, and admixtures. Quality control is important to ensure the concrete has strength, durability, and aesthetics. Quality control involves testing the materials used, the fresh concrete mix, and the hardened concrete. Tests on fresh concrete include slump and compacting factor tests, while tests on hardened concrete include compression, tensile, and flexural strength tests. The document outlines the quality control process from the production of materials to placement and curing of the concrete.
The document discusses factors that affect the strength of concrete, including water-cement ratio, aggregate-cement ratio, maximum aggregate size, and degree of compaction. It states that concrete strength is inversely proportional to water-cement ratio according to Abrams' law. A lower water-cement ratio and higher degree of compaction produce stronger concrete by reducing porosity. A leaner aggregate-cement ratio also increases strength by absorbing water and reducing shrinkage. Larger aggregate size can reduce water needs but may decrease strength by lowering surface area for bond development.
This document provides information on aggregates used in traditional building materials. It defines aggregates as fillers used with binding materials that are derived from rocks. Aggregates make up 70-80% of concrete's volume and influence its properties. Aggregates are broadly classified into fine aggregates smaller than 4.75mm and coarse aggregates larger than 4.75mm. The document discusses various types of coarse aggregates based on geological origin, size, shape, and unit weight. It also covers properties of aggregates like strength, shape, specific gravity, moisture content and tests conducted on aggregates. Alkali aggregate reaction and measures to prevent it are summarized.
Concrete Technology, PPT Based On Unit 2 (Aggregates)
In this PPT you Can studied about Types of aggregates, its properties, and Laboratory testing on it.
By- Prof K.S.Somase
(Assistant professor of Gurukul Education society's Institute of engineering and technology, Nandgaon
The document describes 7 different tests conducted on cement:
1. Field testing examines the cement's appearance, texture, and behavior when mixed with water.
2. The standard consistency test determines the percentage of water needed to achieve a standardized consistency for cement paste.
3. The fineness test evaluates the particle size distribution of cement, with finer particles offering a greater surface area for hydration.
4. The soundness test ensures cement does not expand after setting, which could indicate excess lime causing unsoundness.
5. The strength test measures the compressive strength of cement mortar mixtures at various ages (3, 7, 28 days).
6. The heat of hydration test examines the heat released
This document provides information on various tests conducted on hardened concrete, including compression, split tensile, and flexural strength tests. It describes procedures for specimen preparation, loading, and calculations for each test. It also discusses factors that affect test results and covers non-destructive testing methods like the rebound hammer test and pulse velocity test to evaluate concrete strength and quality without damaging specimens.
Strength of concrete (for civil engineering) laxman singh
i have made all the slide for civil engineering and poly diploma civil.
these are 100% correct but in case of some error comment down or contact me on (laxmans227@gmail.com)
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The document discusses the compaction factor test for measuring the workability of concrete. The compaction factor test determines workability by measuring the compaction achieved when concrete falls freely from a hopper into a cylinder. A compaction factor of 0.75 to 0.8 is recommended, according to IS 456-2000 standards. The test involves partially filling a cylinder by simply allowing the concrete to fall in, then fully compacting it with a rod and calculating the ratio of the weights.
This document discusses quality control and durability factors in concrete. It defines quality as conformance to requirements and durability as a concrete's ability to resist deterioration when exposed to the environment. Several factors influence concrete durability, including the materials used, water-cement ratio, compaction, curing and the physical and chemical conditions of the service environment. Common durability issues include corrosion, cracking from sulfate attack or alkali-silica reaction, and carbonation reducing alkalinity. Proper quality control of materials and construction processes is needed to produce durable concrete.
This document discusses fresh concrete and factors that affect its workability. It describes workability as the ease with which concrete can be mixed, placed, and compacted. Key factors that influence workability include water content, aggregate size and shape, admixtures, aggregate surface texture, and aggregate grading. Common tests to measure workability are the slump test, compacting factor test, and VeeBee consistometer test. The document also covers segregation and bleeding of concrete, their causes, and methods to prevent them.
This document discusses the classification and properties of aggregates used in concrete. It describes three main classifications of aggregates: 1) based on unit weight as normal, heavyweight, or lightweight, 2) based on size as fine or coarse aggregate, and 3) based on shape as rounded, irregular, angular, or flaky. It then discusses various physical and engineering properties of aggregates including size, shape, strength, surface texture, specific gravity, bulk density, water absorption, and soundness. The purpose is to provide information on aggregates for use in concrete mixtures in civil engineering applications.
Workability refers to the ease with which fresh concrete can be mixed, placed, compacted and finished. It is affected by factors like water content, mix proportions, aggregate size and shape, grading and surface texture. Increasing water content or using admixtures improves workability by acting as a lubricant between particles. Larger, rounded aggregates require less water than smaller, angular ones. Well-graded aggregates with minimal voids also increase workability. Workability can be measured using slump, compacting factor, flow, or Vee Bee tests.
This document discusses various types of admixtures used in concrete, including their functions, compositions, and advantages. It defines admixtures as materials other than water, aggregates, cement, and fiber that are added to concrete mixtures to modify properties. The main types of admixtures discussed are air-entraining, water-reducing, superplasticizers, and set-retarding admixtures. Air-entrainers introduce tiny air bubbles that increase durability. Water-reducers and superplasticizers increase workability without increasing water content. Set-retarders delay the initial setting of concrete. The document provides details on the chemical compositions and functioning of different admixture types.
1. The document discusses various destructive and non-destructive testing methods for measuring the properties of hardened concrete. 2. Destructive tests include cube tests to determine compressive strength and split-cylinder or flexural tests to determine tensile strength. 3. Non-destructive tests discussed are rebound hammer testing, ultrasonic pulse velocity testing, penetration resistance testing, pull-out testing, and using a profometer.
Alkali reaction in concrete can occur when alkali hydroxides from cement react with certain aggregates, causing expansion and cracking over many years. The two main types are alkali-silica reaction (ASR), which involves reactive silica aggregates, and alkali-carbonate reaction (ACR), which involves dolomite aggregates. ASR forms a swelling gel that can damage concrete, while ACR forms brucite and calcite causing expansion. Both reactions are indicated by cracking, and can be reduced through the use of pozzolans like fly ash or lithium compounds.
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
IMPACT OF MARBLE DUST ON CEMENT CONCRETE PROPERTIES SCPurohit
it is Innovative project persentation on MPACT OF MARBLE DUST ON CEMENT CONCRETE PROPERTIES (Civil Engineering) because cement which is important materail for concrete without cement concrete is useless but marble reduse the cost of cement and make it economic and reduse the cost of the project.
thank you
SCP
Aggregates are a combination of different sized stones used in construction. They are classified based on size, source, and density. Fine aggregates are less than 5mm while coarse aggregates are greater than 5mm. Natural aggregates come from sources like rivers while manufactured aggregates are crushed. Normal weight aggregates have densities from 1520-1680kg/m3 while lightweight aggregates are less than 1120kg/m3. Tests are conducted to determine properties like strength, hardness, durability and water absorption. Sieve analysis tests the grading and ensures a range of aggregate sizes are present.
Cement is tested through laboratory and field tests to evaluate its properties and suitability. Key laboratory tests described in the document include:
- Fineness tests which measure particle size and surface area to determine reactivity.
- Setting time tests which ensure cement sets within specified time limits.
- Compressive strength tests where cement mortar cubes are crushed to determine strength over time.
- Soundness and loss of ignition tests which evaluate volume stability and carbon/moisture content.
Results of laboratory tests help ensure cement meets standards before use in construction projects.
Concrete permeability is a key factor in its durability. Permeability is affected by water-cement ratio, with lower ratios producing less permeable concrete. Curing also impacts permeability. Proper curing, including moist curing, produces less permeable concrete. Permeability testing involves measuring water flow through a sample over time under pressure. Sulfate attack can occur when sulfates penetrate permeable concrete and form expansive compounds that crack the material. Resistance to sulfates is improved with lower permeability concrete.
This document discusses metakaolin, which is produced by calcining kaolin clay between 650-800°C. It has pozzolanic properties and can partially replace cement in high strength concrete. Metakaolin increases the strength and durability of concrete by reacting with calcium hydroxide to produce additional calcium-silicate-hydrate gel. It improves the physical and chemical properties of concrete, leading to applications in infrastructure like bridges, dams, and buildings where high strength and durability are important.
Admixtures are added in concrete to improve the quality of concrete.
Fly ash (FA), silica fume (SF), ground granulated blast furnace slag (GGBS), Metakaolin (MK), and rice husk ash (RHA)
Possess certain characteristics through which they influence the properties of concrete differently.
Effect of mineral admixtures on the properties of fresh concrete is very important as these properties may affect the durability and mechanical properties of concrete.
Bitumen is a hydrocarbon material that is soluble in carbon disulfide and carbon tetrachloride. It is found naturally or produced from petroleum distillation and can exist as a gas, liquid, semi-solid, or solid. Bitumen is used as a binding material in pavements, soil stabilization, and wearing courses like primers and surface dressings. When heated, bitumen decreases in viscosity and can be mixed with aggregates at high temperatures to form hot bituminous mixes or at lower temperatures for cold mixes. Bitumen has better binding and waterproofing properties than tar and is preferred for construction. Different types of bitumen include paving grade, cutback, emulsion, and polymer-modified varieties, each with their
The document outlines the key stages in the production of concrete: batching, mixing, transporting, placing, compacting, curing, and finishing. It describes the various methods used at each stage, including volume and weight batching, hand mixing and stationary mixers, transport using trucks and conveyors, placement using different techniques, compaction through hand tools and vibration, curing methods like immersion and membrane curing, and finishing concrete surfaces.
The document discusses different types of aggregates used in concrete. It defines aggregates as inert materials such as sand, gravel, crushed stone that are mixed with cement to make concrete. It classifies aggregates as fine aggregates that pass through a 4.75mm sieve and coarse aggregates that are retained on the sieve. The document describes different types of aggregates based on weight including ultra-lightweight, lightweight, normal weight, and heavyweight aggregates. It also discusses various tests performed on aggregates such as grading, fineness modulus, bulk density, absorption and others that determine suitability for use in concrete.
The document provides information on aggregates used in concrete, including their definition, classification, properties, grading, and tests. It defines aggregates as materials such as sand and gravel used to make concrete and mortar. Aggregates are classified by their geological origin, size, and shape. Their properties including strength, absorption, and density are described. The importance of proper grading of aggregates for density and strength of concrete is discussed. Common tests on aggregates like crushing value, impact value, and abrasion value are outlined.
This document provides information on various tests conducted on hardened concrete, including compression, split tensile, and flexural strength tests. It describes procedures for specimen preparation, loading, and calculations for each test. It also discusses factors that affect test results and covers non-destructive testing methods like the rebound hammer test and pulse velocity test to evaluate concrete strength and quality without damaging specimens.
Strength of concrete (for civil engineering) laxman singh
i have made all the slide for civil engineering and poly diploma civil.
these are 100% correct but in case of some error comment down or contact me on (laxmans227@gmail.com)
follow me for all updates
if u have any doubt fell free to ask on comment section
i upload new slides every sunday,
so keep calm and follow me(now).
software - power point presentation 2015
The document discusses the compaction factor test for measuring the workability of concrete. The compaction factor test determines workability by measuring the compaction achieved when concrete falls freely from a hopper into a cylinder. A compaction factor of 0.75 to 0.8 is recommended, according to IS 456-2000 standards. The test involves partially filling a cylinder by simply allowing the concrete to fall in, then fully compacting it with a rod and calculating the ratio of the weights.
This document discusses quality control and durability factors in concrete. It defines quality as conformance to requirements and durability as a concrete's ability to resist deterioration when exposed to the environment. Several factors influence concrete durability, including the materials used, water-cement ratio, compaction, curing and the physical and chemical conditions of the service environment. Common durability issues include corrosion, cracking from sulfate attack or alkali-silica reaction, and carbonation reducing alkalinity. Proper quality control of materials and construction processes is needed to produce durable concrete.
This document discusses fresh concrete and factors that affect its workability. It describes workability as the ease with which concrete can be mixed, placed, and compacted. Key factors that influence workability include water content, aggregate size and shape, admixtures, aggregate surface texture, and aggregate grading. Common tests to measure workability are the slump test, compacting factor test, and VeeBee consistometer test. The document also covers segregation and bleeding of concrete, their causes, and methods to prevent them.
This document discusses the classification and properties of aggregates used in concrete. It describes three main classifications of aggregates: 1) based on unit weight as normal, heavyweight, or lightweight, 2) based on size as fine or coarse aggregate, and 3) based on shape as rounded, irregular, angular, or flaky. It then discusses various physical and engineering properties of aggregates including size, shape, strength, surface texture, specific gravity, bulk density, water absorption, and soundness. The purpose is to provide information on aggregates for use in concrete mixtures in civil engineering applications.
Workability refers to the ease with which fresh concrete can be mixed, placed, compacted and finished. It is affected by factors like water content, mix proportions, aggregate size and shape, grading and surface texture. Increasing water content or using admixtures improves workability by acting as a lubricant between particles. Larger, rounded aggregates require less water than smaller, angular ones. Well-graded aggregates with minimal voids also increase workability. Workability can be measured using slump, compacting factor, flow, or Vee Bee tests.
This document discusses various types of admixtures used in concrete, including their functions, compositions, and advantages. It defines admixtures as materials other than water, aggregates, cement, and fiber that are added to concrete mixtures to modify properties. The main types of admixtures discussed are air-entraining, water-reducing, superplasticizers, and set-retarding admixtures. Air-entrainers introduce tiny air bubbles that increase durability. Water-reducers and superplasticizers increase workability without increasing water content. Set-retarders delay the initial setting of concrete. The document provides details on the chemical compositions and functioning of different admixture types.
1. The document discusses various destructive and non-destructive testing methods for measuring the properties of hardened concrete. 2. Destructive tests include cube tests to determine compressive strength and split-cylinder or flexural tests to determine tensile strength. 3. Non-destructive tests discussed are rebound hammer testing, ultrasonic pulse velocity testing, penetration resistance testing, pull-out testing, and using a profometer.
Alkali reaction in concrete can occur when alkali hydroxides from cement react with certain aggregates, causing expansion and cracking over many years. The two main types are alkali-silica reaction (ASR), which involves reactive silica aggregates, and alkali-carbonate reaction (ACR), which involves dolomite aggregates. ASR forms a swelling gel that can damage concrete, while ACR forms brucite and calcite causing expansion. Both reactions are indicated by cracking, and can be reduced through the use of pozzolans like fly ash or lithium compounds.
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
IMPACT OF MARBLE DUST ON CEMENT CONCRETE PROPERTIES SCPurohit
it is Innovative project persentation on MPACT OF MARBLE DUST ON CEMENT CONCRETE PROPERTIES (Civil Engineering) because cement which is important materail for concrete without cement concrete is useless but marble reduse the cost of cement and make it economic and reduse the cost of the project.
thank you
SCP
Aggregates are a combination of different sized stones used in construction. They are classified based on size, source, and density. Fine aggregates are less than 5mm while coarse aggregates are greater than 5mm. Natural aggregates come from sources like rivers while manufactured aggregates are crushed. Normal weight aggregates have densities from 1520-1680kg/m3 while lightweight aggregates are less than 1120kg/m3. Tests are conducted to determine properties like strength, hardness, durability and water absorption. Sieve analysis tests the grading and ensures a range of aggregate sizes are present.
Cement is tested through laboratory and field tests to evaluate its properties and suitability. Key laboratory tests described in the document include:
- Fineness tests which measure particle size and surface area to determine reactivity.
- Setting time tests which ensure cement sets within specified time limits.
- Compressive strength tests where cement mortar cubes are crushed to determine strength over time.
- Soundness and loss of ignition tests which evaluate volume stability and carbon/moisture content.
Results of laboratory tests help ensure cement meets standards before use in construction projects.
Concrete permeability is a key factor in its durability. Permeability is affected by water-cement ratio, with lower ratios producing less permeable concrete. Curing also impacts permeability. Proper curing, including moist curing, produces less permeable concrete. Permeability testing involves measuring water flow through a sample over time under pressure. Sulfate attack can occur when sulfates penetrate permeable concrete and form expansive compounds that crack the material. Resistance to sulfates is improved with lower permeability concrete.
This document discusses metakaolin, which is produced by calcining kaolin clay between 650-800°C. It has pozzolanic properties and can partially replace cement in high strength concrete. Metakaolin increases the strength and durability of concrete by reacting with calcium hydroxide to produce additional calcium-silicate-hydrate gel. It improves the physical and chemical properties of concrete, leading to applications in infrastructure like bridges, dams, and buildings where high strength and durability are important.
Admixtures are added in concrete to improve the quality of concrete.
Fly ash (FA), silica fume (SF), ground granulated blast furnace slag (GGBS), Metakaolin (MK), and rice husk ash (RHA)
Possess certain characteristics through which they influence the properties of concrete differently.
Effect of mineral admixtures on the properties of fresh concrete is very important as these properties may affect the durability and mechanical properties of concrete.
Bitumen is a hydrocarbon material that is soluble in carbon disulfide and carbon tetrachloride. It is found naturally or produced from petroleum distillation and can exist as a gas, liquid, semi-solid, or solid. Bitumen is used as a binding material in pavements, soil stabilization, and wearing courses like primers and surface dressings. When heated, bitumen decreases in viscosity and can be mixed with aggregates at high temperatures to form hot bituminous mixes or at lower temperatures for cold mixes. Bitumen has better binding and waterproofing properties than tar and is preferred for construction. Different types of bitumen include paving grade, cutback, emulsion, and polymer-modified varieties, each with their
The document outlines the key stages in the production of concrete: batching, mixing, transporting, placing, compacting, curing, and finishing. It describes the various methods used at each stage, including volume and weight batching, hand mixing and stationary mixers, transport using trucks and conveyors, placement using different techniques, compaction through hand tools and vibration, curing methods like immersion and membrane curing, and finishing concrete surfaces.
The document discusses different types of aggregates used in concrete. It defines aggregates as inert materials such as sand, gravel, crushed stone that are mixed with cement to make concrete. It classifies aggregates as fine aggregates that pass through a 4.75mm sieve and coarse aggregates that are retained on the sieve. The document describes different types of aggregates based on weight including ultra-lightweight, lightweight, normal weight, and heavyweight aggregates. It also discusses various tests performed on aggregates such as grading, fineness modulus, bulk density, absorption and others that determine suitability for use in concrete.
The document provides information on aggregates used in concrete, including their definition, classification, properties, grading, and tests. It defines aggregates as materials such as sand and gravel used to make concrete and mortar. Aggregates are classified by their geological origin, size, and shape. Their properties including strength, absorption, and density are described. The importance of proper grading of aggregates for density and strength of concrete is discussed. Common tests on aggregates like crushing value, impact value, and abrasion value are outlined.
Aggregates make up 70-80% of concrete by volume and can be classified by source, size, shape, and other properties. Their properties affect the workability, strength, and economics of concrete. Igneous, sedimentary, and metamorphic rocks are common sources. Aggregate size, shape, texture, strength, and durability all impact the performance of concrete. Tests are used to evaluate aggregate crushing strength, impact resistance, and abrasion characteristics important for different concreting applications. Proper aggregate selection and testing are essential for producing high quality concrete.
This document contains information about aggregates used in concrete provided by Deblina Dutta, a third year civil engineering student. It discusses the classification, properties, and uses of aggregates. Aggregates make up 70-80% of concrete by volume and include natural materials like sand, gravel, and crushed stone. They are classified based on their geological origin, size, shape, and unit weight. The properties of aggregates like composition, size, surface texture, specific gravity, bulk density, voids, porosity, absorption, and fineness modulus affect the properties of concrete. Aggregates are an important part of concrete as they give it body, make it economical, and contribute to its mechanical strength.
1) The document discusses different types of aggregates used in construction including their classification, physical properties, and testing methods.
2) Aggregates are classified based on size, source, and density. Common physical properties examined include shape, texture, strength, specific gravity, porosity, and moisture content.
3) Key tests described are for crushing strength, impact value, abrasion resistance, specific gravity, absorption, and moisture content. Proper testing ensures aggregates meet requirements for uses like concrete.
The document summarizes the key properties and classifications of aggregates used to make concrete. It discusses that aggregates provide bulk and strength to concrete. It classifies aggregates based on their geological origin, size, shape, grading, and unit weight. The summary properties of fine and coarse aggregates are also provided, including requirements for good aggregates.
This document discusses the key materials used in concrete - cement, water, aggregates, and admixtures. It describes what concrete is, its types and uses. The main ingredients are described in detail, including their properties and how they affect the strength and performance of concrete. Aggregates make up the largest portion by volume and come in various sizes and grades. Proper mix design and material selection are important to produce durable concrete.
This document discusses the importance and characteristics of aggregates used in concrete. It states that aggregates make up 60-75% of concrete by volume and influence its properties. Fine aggregates are generally sand smaller than 5mm, while coarse aggregates are gravel or crushed stone between 5mm and 37.5mm. The document outlines various aggregate characteristics that are important for concrete, such as grading, shape, strength, and durability. It emphasizes that the right aggregates are crucial for producing high quality concrete.
Concrete is made up of ingredients like Cement, Fine Aggregate (Sand), Coarse Aggregate, Water and admixtures. Concrete mix design is done to Optimize the requirements of Cement, Sand, Aggregate and Water in order to ensure that concrete parameters in both Plastic Stage (like workability) and in Hardened Stage (like Compressive Strength and durability) are achieved. The Concrete mix design is as per Indian Standards (IS 10262) and might vary from country to country. The nominal mix design ratios available for concrete less than M30 in strength are only thumb rules and are generally over designed. As the actual site conditions vary and the mix design should be adjusted as per the location and other factors.
The document discusses the types, properties, and classifications of aggregates used to make concrete. It describes how aggregates provide bulk and strength to concrete while reducing shrinkage. Various tests are used to evaluate the size, shape, strength, density and other physical properties of aggregates to ensure they will perform well when used to manufacture durable concrete.
The aggregate is a relatively inert material and it imparts volume stability.
The aggregate provide about 75% of the body of the concrete and hence its influence is extremely important (70 to 80 %)
An aggregate should be of proper shape and size, clean, hard and well graded.
It must possess chemical stability and it must exhibit abrasion resistance.
Classification of Aggregate
I. Classification Based on Size
a. Fine aggregates:
b. Coarse aggregates:
II. Classification Based on Shape
a. Rounded aggregate:
b. Irregular aggregates
c. Angular aggregates
d. Flaky and elongated aggregates
III. Classification based on unit weight
a. Normal weight aggregates
b. Heavy weight aggregates
c. Light weight aggregates
The physical properties of aggregates are;
1. Shape
2. Size
3. Color
4. Texture
5. Gradation
6. Fineness modulus
Effect of aggregate properties on concrete
a. Particle Size, Grading and Dust Content
b. Particle Shape
c. Particle Surface Texture
d. Water Absorption
fineness modulus - According to IS 2386-1963, the sieves that are to be used for the sieve analysis of the aggregate for concrete are 80mm, 40mm, 20mm, 10mm, 4.75mm, 2.36mm, 1.18mm, 600m, 300m and 150m.
Gradation of aggregates
Gradation refers to the particle size distribution of aggregates.
The gradation of coarse aggregate plays an important role in workability and paste requirements.
The gradation of fine aggregate affects the workability and finishing ability of concrete.
Types of gradation:
a. Well graded
b. Poor / Uniform graded
c. Gap graded
Mechanical Properties
The following are the properties to be analyzed for aggregates, they are
a. Toughness
b. Hardness
c. Specific gravity
d. Bulk Density
e. Porosity and absorption of aggregates
f. Moisture content of aggregate
Mechanical Strength Test
a. Crushing strength Test
b. Impact strength Test
c. Abrasion Test (Los Angeles Test)
Water (for concrete)
Water is the most important material for construction, especially for making concrete.
The purpose of water in concrete are
a. It distributes the cement evenly.
b. It reacts with cement chemically and produces calcium silicate hydrate (C-S-H) gel which gives the strength to concrete.
c. It provides for workability, i.e., it lubricates the mix.
d. Hence, for construction, quantity and quality of water is as important as cement.
As water quantity goes up in a mix (ill effect), the following are the effects:
a. Strength decreases
b. Durability decreases
c. Workability increases
d. Cohesion decreases
e. Economy may increase at the expense of quality and reliability.
Quality of water for concrete (IS10500:2012)
a. Chlorides: They can cause corrosion of steel reinforcement, can accelerate setting.
b. Sulphates: They reduce long-term strength levels.
c. Organic matter: If an alga is present, water should not be used. It will affect the setting and strength development.
d. Sugar: It will retard setting time.
e. Wastewater: It should never be used in construction.
Aggregate are important constituents in concrete, making up 70-80% of its volume. Aggregates can be classified in several ways: by size (coarse or fine), source (natural or manufactured), unit weight (lightweight, normal weight, or heavyweight), shape (rounded, angular, flaky), and surface texture (smooth, granular, crystalline). Ideal aggregates are hard, strong, durable, dense, clean, and free of materials that could compromise the concrete. Tests are conducted on aggregates to determine properties like particle size, impact value, crushing value, and abrasion value to ensure good quality for use in concrete.
1. Concrete is a composite material consisting of cement, water, fine aggregate (sand), and coarse aggregate (gravel). It constitutes 30-40% paste and 60-70% aggregates by volume.
2. The selection of concrete proportions involves balancing economy, workability, consistency, density, strength, and durability. Key factors are water-cement ratio, which controls strength, and durability to withstand weather conditions.
3. Aggregates are relatively inexpensive fillers that provide volume stability, abrasion resistance, and reduce volume changes in concrete. Their properties like density, grading, shape, and texture influence the properties of fresh and hardened concrete.
Briefly describe about Construction Aggregates. How to manufractured how sampling its uses application all thing are described here. To understand about aggregate read this slide.
Classification, properties and extraction of AggregatesZeeshan Afzal
Aggregate:
Aggregates are defined as inert, granular, and inorganic material that normally consist of stone or stone like solids.
Aggregates are used :
In road bases as Asphalt Aggregates.
With ordinary Portland cement(OPC) as normal aggregates as fills in foundations and as aggregate accordingly to project specific studies.
About three-fourth (75%) of the volume of Portland cement concrete is occupied by aggregates. Other 25% include cementing materials like cement, sand and synthetic admixtures.Asphalt cement concrete occupy 90% or more of the total volume. The remaining portion is mainly sand and Bitumen which acts as cementing material in is Asphalt Aggregates.
Road Aggregate
Road aggregate are the non-active inert material used to provide mass to the base and sub-base courses.
Road aggregate should have high strength to bear the traffic load.
Road aggregates must have higher impact value to withstand the Tyre impact phenomenon.
By volume, aggregate generally account for 92 to 96% of bituminous concrete.
Road aggregates should have relatively:
High strength
High resistance to impact & abrasion
Impermeable
Chemically inert
Low coefficient of expansion
Concrete Aggregate:
Portland cement concrete occupy volume of about 70-80% of aggregates.
Fine aggregates are used in making thin concrete slabs where a smooth surface is required. Fine aggregate is commonly known as Pan.
Coarse aggregate is used for more massive members.
Fine aggregates are used in making thin concrete slabs where a smooth surface is required. Fine aggregate is commonly known as Pan.
Coarse aggregate is used for more massive members.
Fine aggregates are used in making thin concrete slabs where a smooth surface is required. Fine aggregate is commonly known as Pan.
Coarse aggregate is used for more massive members.
Siliceous material in aggregates
The siliceous materials are Opal, Chalcedony, Flint & Volcanic Glass.
These siliceous materials have Deleterious reaction, if high alkali-cement is used.
This can be avoided by using low alkali-cement and also by adding Pozzolana to the Mix.
Alkali-aggregate reaction can also occur
The percentage of strained Quartz in the aggregate also have deleterious reaction.
If Percentage of Strained Quartz is >40%, were highly reative.
Between 30-35% were moderate reative.
Argillaceous dolostones ( containing clay minerals) may expand when used with high alkali-cement.
The expansion is due to uptake moisture by the clay minerals.
This document discusses aggregates and mortar. It defines aggregates as granular materials used in concrete, which occupy 70-80% of concrete volume. Aggregates are classified based on size, source, unit weight, and shape. Tests conducted on aggregates include particle size, impact value, crushing value, and abrasion value. Mortar is made by mixing a binding material, fine aggregate, and water. The types of mortar discussed are cement mortar, lime mortar, mud mortar, lightweight mortar, and fire resistant mortar. Mortar properties like workability, water retention, stiffening, and strength are also covered.
Introduction To Aggregates Its Properties And Effectson ConcreteUmar Ahad
Introduction to use of aggregates in concrete. Various Properties of aggregates and their effect on fresh and hardened concrete. Flakiness and Elongation Index of Concrete have also been discussed. Various tests performed for suitable usage of concrete in Civil engineering projects have also been discussed.
This document provides information about different types of cement and concrete. It discusses the key constituents of concrete including cement, sand, gravel and water. It describes different types of cement such as Portland cement and their uses. The document also covers topics like mix design, properties and testing of concrete, and properties and testing of aggregates used in concrete.
Aggregates are granular materials such as sand, gravel, crushed stone and recycled concrete used with cementing materials like cement or asphalt to produce concrete or asphalt. They make up 75% of concrete and over 90% of asphalt. Aggregates must be strong, durable and meet certain shape and size requirements. Common tests evaluate properties like strength, hardness, absorption and abrasion resistance. Sources of aggregates in Pakistan include limestone from Margalla Hills and Salt Range as well as dolomite deposits in Hazara and Kashmir regions.
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2. Concrete
Concrete is basically a mixture of two
components
Paste (Portland cement, water, and air)
Aggregate (sand, gravel, crushed stone)
Aggregates make up 60-75% of total volume of
concrete.
2
4. Aggregates
Aggregates are inert materials mixed with a binding
material like cement or lime in the preparation of
mortar or concrete.
Granular material of mineral composition such as sand,
gravel, shale, slag or crushed stone.
4
5. Natural Aggregates
All natural aggregates particles originally formed a
part of a larger parent mass.
many properties of the aggregates depend entirely on
the properties of the parent rock. E.g. chemical and
mineral composition, petrological character, specific
gravity etc..
some properties are possessed by the aggregates but
absent in the parent rock: particle shape and size,
surface texture, and absorption.
5
7. Fine Aggregates
Particles of fine aggregates pass through
4.75mm(No.4) sieve .Most commonly used fine
aggregates are sand, crushed stone, ash or cinder
and surki.
7
8. Coarse Aggregates
Coarse aggregates are retained on 4.75mm(#4)
sieve.
Aggregates the size of whose particle is bigger than
4.75 mm but smaller than 7.5 mm are known as
coarse aggregates.
8
9. Uses of Aggregates
Filler material
Dimensional Stability:
shrinkage,
thermal changes
Strength and Stiffness
Economy
To make the concrete denser
9
10. 10
Weight
Examples of
Aggregates Used
Uses for the
Concrete
ultra-lightweight
vermiculite, ceramic,
diatomite, pumice,
scoria, perlite,
can be sawed or nailed,
also used for its
insulating properties
(250 to 1450 kg/m3).
lightweight
expanded clay, shale or
slate, crushed brick
used primarily for
making lightweight
concrete for structures,
also used for its
insulating properties
(1350 to 1850 kg/m3).
normal weight
crushed limestone,
sand, river gravel,
crushed recycled
concrete
used for normal concrete
projects
heavyweight
barlite, magnetite , steel
or iron shot; steel or
iron pellets
used for making high
density concrete for
shielding against nuclear
radiation
20. Grading
Grading is the distribution of particles among various
sizes. Grading is usually expressed in terms of
cumulative percentage passing each sieve.
Different standards and specifications specify grading
limits for both fine and coarse aggregates. There are
several reasons for specifying grading limits, they
affect:
Cement and water requirement
Workability
Economy
Shrinkage and durability of concrete
20
21. Grading
Proper selection of various sizes will be very effective
in reducing the total volume of voids between
aggregates. The cement paste requirement is related
the void content of the combined aggregates.
Production of satisfactory; economical concrete
requires aggregates of low void content, but not the
lowest.
21
23. Fineness Modulus (ASTM C 125)
The FM is an index of the fineness of the aggregate. The
higher the FM, the coarser the aggregate. FM of fine
aggregate is useful in estimating proportions of fine and
coarse aggregate in concrete mixtures.
The fineness modulus (FM) for both fine and coarse
aggregates is obtained by adding the cumulative
percentages by mass retained on each of a specified series
of sieves and dividing the sum by 100.
23
24. Maximum size of aggregate: the smallest sieve that all of a
particular aggregate must pass through.
Nominal maximum size of an aggregate: the smallest sieve
size through which the major portion of the aggregate
must pass (90%-100%).
Example: Aggregate size number 7 has a maximum size of
19 mm, and a nominal maximum size of 12.5 mm.
24
25. Examples for determining Max and
nominal Max size of aggregate
Size
number
37.7 mm
(1 ½ in)
25 mm
(1 in)
19 mm
(3/4 in)
12.5 mm
(1/2 in)
9.5 mm
(3/8 in)
5.7 100 95 to 100 xxxx 25 to 60 xxxxx
6 xxxx 100 90 to 100 20 to 55 0 to 15
6.7 xxxx 100 90 to 100 xxxx 25 to 55
7 xxxx xxxx 100 90 to 100 40 to 70
8 xxxx xxxx xxxxx 100 85 to 100
25
26. Strength
Generally, strength of aggregate does not influence the
strength of conventional concrete as much as the strength
of the paste and the paste-aggregate strength. However,
aggregate strength becomes important in high strength
concrete.
Aggregate tensile strengths range between 2 to 15 MPa, and
compressive strengths range between 65 to 270 MPa.
26
27. Particle Shape and Surface Texture
The shape and surface texture affect the properties of
fresh concrete more than the properties of hardened
concrete.
Rough-texture, and angular particles require more
water to produce workable concrete than do smooth,
rounded and compact particles. For both crushed or
noncrushed aggregate, proper gradation gives the
same strength for the same cement factor.
27
28. Bulk Density (ASTM C 29)
Defined as the weight of the aggregate particles that would
fill a unit volume. The term bulk is used since the volume
is occupied by both the aggregates and voids. The typical
bulk density used in making normal concrete ranges from
1200 to 1750 kg/m3.
The void contents range between 30% to 45% for coarse
aggregate and 40% to 50% for fine aggregate. Void content
increases with angularity and decreases with well graded
aggregate.
28
29. Relative Density (Specific Gravity)
The relative density of an aggregate (ASTM C 127 and
C 128) is defined as the ratio of its mass to the mass of
an equal volume of water. It is used in certain
computations for mixture proportioning and control.
Most natural aggregates have relative densities
between 2.4 and 2.9 (2400 and 2900 kg/ m3).
The density of aggregate used in mixture
proportioning computations (not including the voids
between particles) is determined by multiplying the
relative density of the aggregate times the density of
water (1000 kg/m3).
29
30. Absorption and Surface Moisture
The absorption and surface moisture of aggregates should
be determined using ASTM C 70, C 127, C 128, and C 566
so that the total water content of the concrete can be
controlled and the batch weights determined. The
moisture conditions of aggregates are:
Oven dry
Air dry
Saturated surface dry (SSD)
Damp or wet
30
32. Fire Resistance and Thermal Properties
The fire resistance and thermal properties of concrete
depend on the mineral constituents of the aggregates.
Lightweight aggregates are more fire resistance than
normal weight aggregates due to their insulation
properties.
Concrete containing calcareous coarse aggregates performs
better under fire exposure than siliceous aggregate (granite
or quartz).
32
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