This document discusses the effects of temperature on concrete. It finds that higher temperatures can cause problems in both fresh and hardened concrete, such as increased water demand, faster setting and slump loss, and decreased long term strength. An experiment tested concrete strengths at 3, 7, and 28 days for temperatures of 25, 29, and 41.5 degrees Celsius and found higher early strengths but lower long term strengths with increased temperature. It recommends methods to lower the temperature of fresh concrete such as cooling mix water, aggregates, and using chilled materials.
The document discusses concrete construction in cold weather. It defines cold weather as periods when the average daily temperature is below 40°F for more than 3 days. Concrete sets more slowly at lower temperatures, taking approximately twice as long to set at 40°F compared to 70°F. Precautions are needed to prevent freezing of plastic concrete and ensure proper strength gain. Methods include using Type III cement, air entrainment, heated materials and forms left in place longer during curing to insulate concrete from cold temperatures.
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.
Curing plays an important role in the strength and durability of concrete. It involves preventing moisture loss from concrete to allow the hydration process to continue and gain strength. Some common curing methods include ponding, sprinkling with water, using wet coverings like burlap or plastic sheets, sealing the surface, and steam curing. Curing should be continuous for at least 7 days for normal concrete or 10-14 days if exposed to dry, hot conditions or if blended cements are used. Maintaining moisture is especially important in cold weather to prevent freezing.
Properties of fresh and Hardened ConcreteVijay RAWAT
The document discusses various properties of fresh and hardened concrete. It describes workability, consistency, segregation, bleeding, mixing, placing, consolidating, and curing of fresh concrete. It also discusses compressive strength, tensile strength, modulus of elasticity, permeability, and durability of hardened concrete. The key properties of fresh concrete include workability, consistency, segregation, bleeding, setting time, and uniformity. Compressive strength is identified as the most important property of hardened concrete.
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 presentation deals with the different types of cracks generated in concrete during its usage and after its application and also methods to retrofit these cracks
The document discusses concrete construction in cold weather. It defines cold weather as periods when the average daily temperature is below 40°F for more than 3 days. Concrete sets more slowly at lower temperatures, taking approximately twice as long to set at 40°F compared to 70°F. Precautions are needed to prevent freezing of plastic concrete and ensure proper strength gain. Methods include using Type III cement, air entrainment, heated materials and forms left in place longer during curing to insulate concrete from cold temperatures.
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.
Curing plays an important role in the strength and durability of concrete. It involves preventing moisture loss from concrete to allow the hydration process to continue and gain strength. Some common curing methods include ponding, sprinkling with water, using wet coverings like burlap or plastic sheets, sealing the surface, and steam curing. Curing should be continuous for at least 7 days for normal concrete or 10-14 days if exposed to dry, hot conditions or if blended cements are used. Maintaining moisture is especially important in cold weather to prevent freezing.
Properties of fresh and Hardened ConcreteVijay RAWAT
The document discusses various properties of fresh and hardened concrete. It describes workability, consistency, segregation, bleeding, mixing, placing, consolidating, and curing of fresh concrete. It also discusses compressive strength, tensile strength, modulus of elasticity, permeability, and durability of hardened concrete. The key properties of fresh concrete include workability, consistency, segregation, bleeding, setting time, and uniformity. Compressive strength is identified as the most important property of hardened concrete.
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 presentation deals with the different types of cracks generated in concrete during its usage and after its application and also methods to retrofit these cracks
This document summarizes tests performed on fresh and hardened concrete. For fresh concrete, tests included the compaction factor test, slump test, and Vee-Bee test to measure workability. For hardened concrete, non-destructive tests like rebound hammer, ultrasonic pulse velocity and destructive compression tests were performed. The compression test resulted in a compressive strength of 19.39MPa, lower than desired, indicating the quality of the hardened concrete. Various properties of hardened concrete can also be analyzed over time using smart sensor chips embedded in samples.
This document discusses hot weather concreting and provides solutions to issues that can arise. It notes that hot weather can damage concrete quality by accelerating moisture loss and cement hydration, potentially causing cracks. Solutions proposed include using water reducers, set retarders, or low heat cements, and placing concrete in cooler parts of the day with protections from sun and wind. Guidelines are given for how temperature affects slump loss, water demand, and compressive strength.
This document provides an overview of concrete, including its history and types. It focuses on high-strength concrete (HSC), describing how it is made with a low water-cement ratio and additives. Guidelines are given for selecting materials for HSC to achieve different compressive strengths. The differences between normal strength concrete and HSC are outlined. Applications of HSC include reducing column sizes in buildings and bridges and increasing floor area in high-rise buildings. Examples are given of bridges that used HSC to decrease volume and increase spans.
The document discusses concrete mix design, including:
- Concrete is made from cement, aggregates, water, and sometimes admixtures.
- ACI and BIS methods are described for determining mix proportions based on factors like strength, workability, durability, and materials.
- A step-by-step example is provided to design a mix using the ACI method for a specified 30MPa strength, including determining water-cement ratio, volumes, and final proportions.
This document summarizes the effects of temperature on fresh and hardened concrete. It discusses how both high and low temperatures can impact concrete strength and cracking. For high temperatures, it recommends precautions like cooling materials, using retarders, and protecting from moisture loss. For low temperatures, it advises heating materials and protecting concrete to prevent freezing, which can stop hydration and cause cracking. Proper planning, curing, and temperature control of ingredients are essential to account for temperature effects on concrete properties and performance.
This document discusses various methods for repairing distressed concrete structures, including:
- Guniting, which involves pneumatically projecting cement and aggregates onto surfaces.
- Shortcreting, where mortar or concrete is projected onto surfaces to repair cracks or strengthen existing concrete.
- Crack repair techniques like stitching, routing and sealing, and resin injection.
- Shoring and underpinning methods to provide temporary or permanent support to unsafe or sinking structures, such as vertical, inclined, and pit shoring as well as underpinning foundations.
Admixtures are materials added to concrete mixes to modify properties. There are two main types - chemical and mineral. Chemical admixtures include plasticizers, superplasticizers, retarders, accelerators, and air-entraining agents. Mineral admixtures include fly ash, slag, and silica fume. Admixtures are used to increase workability, strength, and durability while decreasing water demand and permeability. Common admixtures like plasticizers and superplasticizers work by dispersing cement particles and lubricating the mix to increase flowability.
Properties of Fresh and Hardened ConcreteRishabh Lala
1. The document discusses the properties of fresh and hardened concrete, including workability, strength, permeability, and durability.
2. Workability of fresh concrete refers to the effort required to mix and place the concrete without segregation. It is measured by tests like slump.
3. Compressive strength is an important property of hardened concrete, as concrete is designed to resist compressive loads. Strength depends on factors like water-cement ratio and compaction.
4. Permeability and durability are also important properties, as permeability affects how easily substances like water or salts can pass through concrete. Low permeability leads to higher durability.
Special concrete is used when special properties are more important than normal concrete properties. It is produced using chemical and mineral admixtures added to conventional concrete mixes. There are several types of special concrete including lightweight concrete, high strength concrete, fibre reinforced concrete, ferrocement, ready mix concrete, and others. Each type has specific properties and uses in construction where standard concrete is not suitable.
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 discusses concrete construction in extreme hot and cold weather conditions in India. It addresses the challenges of hot weather concreting such as increased water demand, accelerated slump loss, and increased risk of plastic shrinkage cracking. Recommendations for hot weather concreting include cooling the concrete, reducing placement time, and prompt curing. Cold weather concreting risks include reduced strength if water freezes within concrete. Recommendations include protecting concrete from freezing, using accelerants, and maintaining minimum curing temperatures. Proper planning, materials, and protection methods can help produce quality concrete despite temperature extremes.
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.
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.
This document provides an overview of concrete, including its composition, properties, production process, and testing. Some key points:
- Concrete is a composite material made of cement, fine and coarse aggregates, and water. It can be classified based on its cementing material, mix proportions, performance specifications, grade, density, and place of casting.
- The production of concrete involves batching, mixing, transporting, placing, compacting, curing, and finishing. Proper batching and mixing are important to ensure uniform strength. Compaction removes entrapped air for maximum strength. Curing maintains moisture for proper hardening.
- Concrete properties depend on water-cement ratio, with maximum theoretical
This document discusses various properties of hardened concrete, including its strength and stress-strain behavior. It describes how compressive, tensile, and splitting tensile strengths are measured through standard tests. The compressive strength of concrete is influenced by factors like the water-cement ratio, degree of compaction, cement type, and curing method. The stress-strain curve for concrete is nonlinear, and its modulus of elasticity can be defined using different methods. The document also covers creep and shrinkage in concrete, how they occur over time, and their effects on structural integrity.
The document discusses cracks in concrete structures. It identifies several types of cracks that can occur before or after concrete hardens, including plastic shrinkage cracks, settlement cracks, cracks caused by formwork movement, spalling, honeycombing, dusting, crazing, rain damage, efflorescence, and blistering. It also discusses various causes of cracks, such as faulty design and materials, construction defects, extreme loading, lack of maintenance, corrosion of reinforcement, alkali aggregate reaction, drying shrinkage, earthquakes, chemical attack, bacteria, use of poor quality ingredients, improper workmanship, change of structure use, and exceeding the structure's design life. Structural malfunctions can be caused by foundation settlement, weak
The document discusses the gel/space ratio in concrete and its relationship to concrete strength. It states that the gel/space ratio governs the porosity of concrete, with a higher ratio resulting in lower porosity and higher strength. The gel/space ratio is affected by the water/cement ratio, as a higher water/cement ratio decreases the gel/space ratio by increasing porosity. Power's experiment showed the strength of concrete has a specific relationship to the gel/space ratio that can be calculated.
The document discusses the process of manufacturing concrete. It begins by outlining the key ingredients in ordinary Portland cement - lime, silica, alumina, and iron oxide. These ingredients are heated to high temperatures in a kiln to form complex compounds. There are wet, dry, and semi-dry processes for manufacturing cement, which differ in whether raw materials are mixed dry or as a slurry. In the wet process, materials are ground into a slurry with water before being fed into a rotating kiln where they fuse at 1500°C to form clinker. The clinker is then cooled, ground, and gypsum is added to produce cement. Hydration occurs when cement mixes with water, forming hydrated compounds
This document discusses hot weather conditions that can negatively impact concrete placement and finishing. It defines hot weather as any combination of high ambient temperature, low relative humidity, and high wind speed. Under these conditions, concrete can experience faster setting times, reduced workability and slump, lower compressive strength, plastic shrinkage cracking, and thermal cracking. The document provides guidance on minimizing these effects through planning, material selection, placement procedures, and evaporation control.
This document discusses hot weather concreting and provides guidelines and precautions. Detrimental hot weather conditions include high ambient temperature, concrete temperature, low relative humidity, and high wind speed. Precautions should be taken such as cooling concrete materials, using supplementary cementitious materials, and promptly transporting, placing, and finishing the concrete. Plastic shrinkage cracking can occur if the rate of evaporation exceeds thresholds, so fogging and windbreaks are recommended. Proper curing, including water spraying or saturated fabric, is especially important in hot weather to prevent drying of concrete surfaces.
This document summarizes tests performed on fresh and hardened concrete. For fresh concrete, tests included the compaction factor test, slump test, and Vee-Bee test to measure workability. For hardened concrete, non-destructive tests like rebound hammer, ultrasonic pulse velocity and destructive compression tests were performed. The compression test resulted in a compressive strength of 19.39MPa, lower than desired, indicating the quality of the hardened concrete. Various properties of hardened concrete can also be analyzed over time using smart sensor chips embedded in samples.
This document discusses hot weather concreting and provides solutions to issues that can arise. It notes that hot weather can damage concrete quality by accelerating moisture loss and cement hydration, potentially causing cracks. Solutions proposed include using water reducers, set retarders, or low heat cements, and placing concrete in cooler parts of the day with protections from sun and wind. Guidelines are given for how temperature affects slump loss, water demand, and compressive strength.
This document provides an overview of concrete, including its history and types. It focuses on high-strength concrete (HSC), describing how it is made with a low water-cement ratio and additives. Guidelines are given for selecting materials for HSC to achieve different compressive strengths. The differences between normal strength concrete and HSC are outlined. Applications of HSC include reducing column sizes in buildings and bridges and increasing floor area in high-rise buildings. Examples are given of bridges that used HSC to decrease volume and increase spans.
The document discusses concrete mix design, including:
- Concrete is made from cement, aggregates, water, and sometimes admixtures.
- ACI and BIS methods are described for determining mix proportions based on factors like strength, workability, durability, and materials.
- A step-by-step example is provided to design a mix using the ACI method for a specified 30MPa strength, including determining water-cement ratio, volumes, and final proportions.
This document summarizes the effects of temperature on fresh and hardened concrete. It discusses how both high and low temperatures can impact concrete strength and cracking. For high temperatures, it recommends precautions like cooling materials, using retarders, and protecting from moisture loss. For low temperatures, it advises heating materials and protecting concrete to prevent freezing, which can stop hydration and cause cracking. Proper planning, curing, and temperature control of ingredients are essential to account for temperature effects on concrete properties and performance.
This document discusses various methods for repairing distressed concrete structures, including:
- Guniting, which involves pneumatically projecting cement and aggregates onto surfaces.
- Shortcreting, where mortar or concrete is projected onto surfaces to repair cracks or strengthen existing concrete.
- Crack repair techniques like stitching, routing and sealing, and resin injection.
- Shoring and underpinning methods to provide temporary or permanent support to unsafe or sinking structures, such as vertical, inclined, and pit shoring as well as underpinning foundations.
Admixtures are materials added to concrete mixes to modify properties. There are two main types - chemical and mineral. Chemical admixtures include plasticizers, superplasticizers, retarders, accelerators, and air-entraining agents. Mineral admixtures include fly ash, slag, and silica fume. Admixtures are used to increase workability, strength, and durability while decreasing water demand and permeability. Common admixtures like plasticizers and superplasticizers work by dispersing cement particles and lubricating the mix to increase flowability.
Properties of Fresh and Hardened ConcreteRishabh Lala
1. The document discusses the properties of fresh and hardened concrete, including workability, strength, permeability, and durability.
2. Workability of fresh concrete refers to the effort required to mix and place the concrete without segregation. It is measured by tests like slump.
3. Compressive strength is an important property of hardened concrete, as concrete is designed to resist compressive loads. Strength depends on factors like water-cement ratio and compaction.
4. Permeability and durability are also important properties, as permeability affects how easily substances like water or salts can pass through concrete. Low permeability leads to higher durability.
Special concrete is used when special properties are more important than normal concrete properties. It is produced using chemical and mineral admixtures added to conventional concrete mixes. There are several types of special concrete including lightweight concrete, high strength concrete, fibre reinforced concrete, ferrocement, ready mix concrete, and others. Each type has specific properties and uses in construction where standard concrete is not suitable.
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 discusses concrete construction in extreme hot and cold weather conditions in India. It addresses the challenges of hot weather concreting such as increased water demand, accelerated slump loss, and increased risk of plastic shrinkage cracking. Recommendations for hot weather concreting include cooling the concrete, reducing placement time, and prompt curing. Cold weather concreting risks include reduced strength if water freezes within concrete. Recommendations include protecting concrete from freezing, using accelerants, and maintaining minimum curing temperatures. Proper planning, materials, and protection methods can help produce quality concrete despite temperature extremes.
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.
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.
This document provides an overview of concrete, including its composition, properties, production process, and testing. Some key points:
- Concrete is a composite material made of cement, fine and coarse aggregates, and water. It can be classified based on its cementing material, mix proportions, performance specifications, grade, density, and place of casting.
- The production of concrete involves batching, mixing, transporting, placing, compacting, curing, and finishing. Proper batching and mixing are important to ensure uniform strength. Compaction removes entrapped air for maximum strength. Curing maintains moisture for proper hardening.
- Concrete properties depend on water-cement ratio, with maximum theoretical
This document discusses various properties of hardened concrete, including its strength and stress-strain behavior. It describes how compressive, tensile, and splitting tensile strengths are measured through standard tests. The compressive strength of concrete is influenced by factors like the water-cement ratio, degree of compaction, cement type, and curing method. The stress-strain curve for concrete is nonlinear, and its modulus of elasticity can be defined using different methods. The document also covers creep and shrinkage in concrete, how they occur over time, and their effects on structural integrity.
The document discusses cracks in concrete structures. It identifies several types of cracks that can occur before or after concrete hardens, including plastic shrinkage cracks, settlement cracks, cracks caused by formwork movement, spalling, honeycombing, dusting, crazing, rain damage, efflorescence, and blistering. It also discusses various causes of cracks, such as faulty design and materials, construction defects, extreme loading, lack of maintenance, corrosion of reinforcement, alkali aggregate reaction, drying shrinkage, earthquakes, chemical attack, bacteria, use of poor quality ingredients, improper workmanship, change of structure use, and exceeding the structure's design life. Structural malfunctions can be caused by foundation settlement, weak
The document discusses the gel/space ratio in concrete and its relationship to concrete strength. It states that the gel/space ratio governs the porosity of concrete, with a higher ratio resulting in lower porosity and higher strength. The gel/space ratio is affected by the water/cement ratio, as a higher water/cement ratio decreases the gel/space ratio by increasing porosity. Power's experiment showed the strength of concrete has a specific relationship to the gel/space ratio that can be calculated.
The document discusses the process of manufacturing concrete. It begins by outlining the key ingredients in ordinary Portland cement - lime, silica, alumina, and iron oxide. These ingredients are heated to high temperatures in a kiln to form complex compounds. There are wet, dry, and semi-dry processes for manufacturing cement, which differ in whether raw materials are mixed dry or as a slurry. In the wet process, materials are ground into a slurry with water before being fed into a rotating kiln where they fuse at 1500°C to form clinker. The clinker is then cooled, ground, and gypsum is added to produce cement. Hydration occurs when cement mixes with water, forming hydrated compounds
This document discusses hot weather conditions that can negatively impact concrete placement and finishing. It defines hot weather as any combination of high ambient temperature, low relative humidity, and high wind speed. Under these conditions, concrete can experience faster setting times, reduced workability and slump, lower compressive strength, plastic shrinkage cracking, and thermal cracking. The document provides guidance on minimizing these effects through planning, material selection, placement procedures, and evaporation control.
This document discusses hot weather concreting and provides guidelines and precautions. Detrimental hot weather conditions include high ambient temperature, concrete temperature, low relative humidity, and high wind speed. Precautions should be taken such as cooling concrete materials, using supplementary cementitious materials, and promptly transporting, placing, and finishing the concrete. Plastic shrinkage cracking can occur if the rate of evaporation exceeds thresholds, so fogging and windbreaks are recommended. Proper curing, including water spraying or saturated fabric, is especially important in hot weather to prevent drying of concrete surfaces.
This document discusses mix design considerations for concrete placed in hot weather. Key factors that affect concrete quality in hot weather include high ambient temperature, concrete temperature, low relative humidity, and solar radiation. These conditions can increase water demand, accelerate setting and slump loss, and increase cracking risks. The document recommends ways to control these risks, including cooling concrete ingredients, using admixtures to reduce water demand and extend workability, limiting cement content, and promptly placing and curing concrete. Trial batches should be used to establish suitable mix designs for local hot weather conditions.
This presentation discusses temperature control in mass concrete structures. It defines mass concrete as any concrete with dimensions too large to prevent cracking from the heat generated during curing. Temperature control is necessary to limit cracking from uneven thermal expansion. Methods of temperature control include using low heat materials, pre-cooling the concrete, post-cooling with pipes, and insulating surfaces to reduce temperature differentials. The presentation covers the specific techniques involved in each method to effectively control temperatures in mass concrete projects.
This document discusses mass concrete and factors that affect heat of hydration (HOH) generation and temperature rise during curing. Mass concrete is defined as any concrete placement thick enough to require measures to control cracking from HOH. Factors like cement content, placement temperature, and insulation affect the maximum temperature (Tmax) and temperature differential (ΔT). Using additives like fly ash or slag cement can reduce Tmax and cracking risks by lowering HOH. The document provides guidelines for mix designs and construction practices to control Tmax and ΔT for different aggregate types used in Saudi Arabia.
Hot weather concreting refers to concrete placement when ambient temperatures exceed 40°C. High temperatures can accelerate cement hydration, increase water demand, and cause cracking due to rapid evaporation. Proper precautions include controlling ingredient temperatures, using minimum cement and water, and continuous curing. Placement should be scheduled for evenings and concrete covered immediately to reduce temperature rise and evaporation. Hot weather concreting requires careful control and curing to produce durable concrete.
This document discusses controlling temperatures in mass concrete. It defines mass concrete as any concrete element with a minimum dimension of 3 feet or greater. Temperature control is important to prevent cracking and durability issues from excessive heat generation during curing. The document discusses common temperature limits specified in projects and explains why maximum temperature and temperature difference are limited. It also provides methods for predicting temperatures and discusses various techniques for controlling temperatures, including using low-heat materials, temperature control systems, and insulation.
This Presentation Covers and creates the awareness on understanding the mass concreting and its temperature effects during Concreting. Data compiled from varous papers and presentations.
The document discusses various methods for curing concrete, including maintaining moisture through ponding, immersion, fogging, or wet coverings. It also discusses methods that reduce moisture loss such as using impervious paper, plastic sheets, or curing compounds. Accelerated curing methods that provide additional heat and moisture like steam curing are also described. Proper curing is important for ensuring hydration of cement and allowing concrete to reach its desired strength and durability properties. Inadequate curing can result in reduced strength and durability in the surface layers of concrete.
1) Concrete strength is reduced by 50% if freshly mixed concrete freezes due to exposure to low temperatures below 5°C for three days. Freezing and thawing cycles also increase porosity and reduce strength.
2) Several methods can be used to maintain the temperature of freshly poured concrete in cold weather, including enclosures, insulating materials, and heaters to protect the concrete and allow proper curing.
3) Specifically, polyethylene sheets or insulating blankets made of fiberglass or sponge rubber can be used as insulating materials, while direct-fired or indirect-fired heaters supply heated air to keep the concrete warm.
This document discusses various methods of curing concrete, including water curing, membrane curing, steam curing, and electrical curing. It notes that curing allows for continuous hydration and strength gain in concrete. Proper curing retains moisture on the surface and prevents early drying out, leading to increased strength and durability. A new technique called "drip curing" is also introduced, which can reduce water consumption during curing by up to 80% through the use of multilayer sheets that drip water onto the concrete surface.
Shrinkage and plastic of concrete samples.pptGKRathod2
The document discusses various topics related to concrete, including destructive and non-destructive tests to determine concrete strength, factors affecting setting time and workability, methods to prevent issues like segregation and bleeding during concrete placement, and different curing techniques to promote strength development and durability. It provides details on tests like rebound hammer, ultrasonic pulse velocity and compression tests. It also explains concepts like slump loss, factors influencing cohesiveness, and precautions needed for hot weather concreting to prevent plastic shrinkage cracks.
The document discusses various topics related to concrete, including destructive and non-destructive tests to determine concrete strength, factors affecting setting time and workability, methods to prevent issues like segregation and bleeding during concrete placement, and different curing techniques to promote strength development and durability. It provides details on tests like rebound hammer, ultrasonic pulse velocity and compression tests. It also explains concepts like slump loss, influence of curing, and how to prevent plastic shrinkage cracks.
This document discusses the effects of hot weather on concrete and techniques for improving concrete durability. It addresses factors that affect concrete like temperature, humidity and wind. It also discusses problems that can occur when placing concrete in hot weather like rapid setting. The document recommends methods for controlling concrete temperature like using chilled water or admixtures. It provides details on different types of admixtures like water reducers, superplasticizers, accelerators and retarders that can improve concrete properties under various weather conditions.
Concrete is a versatile building material that is strong, durable, and resistant to fire and corrosion. It is made by mixing cement, aggregates like sand and gravel, and water. As the cement hydrates, it hardens and binds the aggregates together. The document discusses the properties of concrete's constituent materials and how they affect the properties of hardened concrete, such as strength, permeability, thermal properties, and cracking. It also covers quality assurance measures like quality control plans, testing, and audits to ensure high quality concrete construction.
The document discusses best practices for hot weather concreting. It defines hot weather conditions and lists potential problems concrete may experience, such as increased water demand and cracking. It recommends selecting appropriate materials, minimizing placement time, protecting from moisture loss, and scheduling pre-placement meetings. Charts are provided to help estimate evaporation rates and determine necessary precautions like fog spraying or applying evaporation retarders.
This document discusses temperature controlled mass concrete. It defines mass concrete as any concrete with minimum lateral dimensions over 1.3 meters, for which additional measures are needed to control heat from hydration. High temperatures can cause cracking, reduced strength, and issues like delayed ettringite formation. Methods to control temperature discussed include using less cement, chilled water, precooling aggregates, insulation, and monitoring temperatures during curing. Full-scale mockups are recommended to test temperature control methods for each project.
The document discusses various topics related to concrete works at construction sites, including factors that cause material segregation and bleeding in fresh concrete; methods of preparing, transporting, casting, placing, and compacting concrete; and criteria for determining when concrete has hardened, such as achieving sufficient compression and tensile strength. It also describes common tests to evaluate the workability and strength of fresh and hardened concrete, as well as standard procedures for conducting these tests.
The document discusses the relationship between process and quality in cement production. It notes that quality is dependent on maintaining consistent processes. Variations in raw materials, mining, blending, and other processes can negatively impact quality. Proper quality control aims to minimize these variations and ensure the final product meets specifications. The key is integrating quality control throughout the entire production process from start to finish.
The document discusses the relationship between process and quality in cement production. It notes that quality is dependent on maintaining consistent processes. Variations in raw materials, mining, blending, and other processes can negatively impact quality. Proper quality control aims to minimize these variations and ensure the final product meets specifications. The key is integrating quality control throughout the entire production process from start to finish.
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Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
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The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
5. What is HotWeather Concreting ?
Problems Due in HotWeather Concreting
Major Effects ofTemperature on Concrete
Experiment's Program & Results
Conclusion & Recommendation
6. What is Hot Weather Concreting ?
Hot weather is any combination of the following conditions that tends
to impair the quality of freshly mixed or hardened concrete by
accelerating the rate of moisture loss and rate of cement hydration or
otherwise causing detrimental results:
1. High ambient temperature.
2. High concrete temperature.
3. Low relative humidity.
4. Wind speed.
5. Solar radiation.
7. How to Use Graphs
To know the Rate of Evaporation
8. PROBLEMS DUE IN HOT WEATHER CONCRETE:
A. Increased water demand.
B. Increased rate of slump loss
C. Increased rate of setting, resulting
in greater difficulty with handling,
compacting, and finishing.
D. Increased tendency for plastic-
shrinkage cracking.
E. Increased difficulty in controlling
entrained air content.
In the
Wet
state
9. A. Decreased 28-day strengths.
B. Increased tendency for drying
shrinkage and differential thermal
cracking.
C. Decreased durability resulting from
cracking.
D. Greater variability of surface
appearance, such as cold joints or
color difference.
E. Increased potential for reinforcing
steel
F. Increased permeability.
in the
hardened
state
PROBLEMS DUE IN HOT WEATHER CONCRETE:
10. Influence of early temperature on strength of concrete
Hydration process
Capillary pores formation
the overall structure of the hydrated cement paste becomes
established very early. Rapid initial hydration appears to form
products of a poorer physical structure, probably more porous. A
proportion of these pores will always remain unfilled. This will lead
to a lower strength
11. Hydration process
A higher temperature during
placing and setting increases the
very early strength, it may
adversely affect the strength from
about 7 days to 28 days.
Influence of early temperature on strength of concrete
12. Hydration process
Delayed Ettringite formation:
Also, at higher temperatures, the solubility of gypsum is decreased so that
some of it might not react with C3A and do so only later, Which is known as
Delayed Ettringite Formation (DEF). (DEF) is an internal sulphate attack that
eventually leads to cracking.
The principle methods of eliminating the risk of DEF are:
▫ Limit curing temperature to 70°C.
▫ Exclude water access.
▫ Include a minimum additives of 20% FA or 50% GGPFS in the mix.
Influence of early temperature on strength of concrete
13. Setting and cooling process:
In hot weather a mix will set 25% quicker for each 5°C rise in
concrete temperature.
• . This leads to:
1. cold joints formation.
2. poor surface finishing.
• Rapid rate of surface setting or stiffening due to high rate of
evaporation (above 1kg/m2/hr ) that is exceeding water loss of
bleed , causes volumetric contraction to occur . Which leads to
irregular cracks existence .
• This normally occurs within a few days after casting.
• They can be from few centimeters to just less than 1 m long. The
crack spacing varies from a few centimeters to 0.6 m apart.
Influence of early temperature on strength of concrete
14. • At later ages, after the peak temperature has been reached and the
internal concrete enters the cooling phase, the increased stiffness of
the surface zone now acts as a restraint to the thermal shrinkage of
the internal concrete. Internal sections are, therefore, subjected to
tensile stresses and significant internal cracking is possible.
drying shrinkage and thermal cracking
15. • Some of the preventive measures that can be taken to reduce
the mix temperature are reducing the cement content or
precooling one or more of the ingredients of the mix.
• A placing temperature of concrete as low as 10°C (50 °F) is
desirable but may well be impractical.
• However the maximum temperature differential between the
interior and exterior concrete should not exceed 20°C to avoid
crack development.
• The temperature T of the freshly mixed concrete can be
calculated from that of the ingredients, using the expression
•
Limitations of fresh mix temperature :
16. Experimental Program
This report aims to compare three different temperatures of concrete
(hot , moderate and cold) and their affect to strength at 3, 7, and 28
days , with the aid of the equation used to get the temperature of fresh
concrete in respect to temperature of ingredients and environment.
to verify the criteria The variable focused on was the concrete
temperature and the proceeding steps have been followed :
17. Materials
Cement
Coarse
aggregate
Fine
aggregate
The fine aggregates were a blend of natural silica sand, named kangar.
Collected from valley downstream beds around Khartoum area.
Bearing in mind the sample was chosen after trials.
Rejected fine samples due to high fineness percentage (samples from Omdurman quarries)
Were a blend of 20 mm and 10 mm
uncrushed silica obtained
from quarries around Khartoum.
It is a normal Portland cement type 1 manufactured
by Atbara cement
factory with fineness properties
collected from ordinary Portland cement properties
done in faculty lab.
Mix design of 30 N/mm2 has been designed and
the necessary constituents cement ratio,
coarse aggregate,
water content &fine aggregate
were calculated according to constituent material properties.
18. Temperature Variation
In order to make proper judgment, the temperature is
room temperature, left the same conditions for every trial
and water, coarse and fine aggregate temperatures were
recorded together with the final mix at pouring, In order to
follow the effect of temperature on concrete strength
The following arrangements were done :
19. The tests were carried in an overall condition
in a room of measured temperature, mild
condition with a mechanical mixing device
having all relative temperature of
constituents and product measured.
Results of test were recorded for 3,7and 28
day were recorded. The process was done
having the same curing temperature in an
open basin in the lab room for the whole
duration up to 28 day.
20.
21.
22.
23.
24.
25.
26.
27.
28. Result (Consistency)
Temperature(°c) Slump(cm)
25 10.7
29 10.525
41.5 9.98
10.7
10.525
9.98
25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
Effect of Temprature on Fresh Mix Slump
Effect of Temp on Slump
31. Conclusion
Temperature inside the cast concrete is increased as
result of rising the temperature of mix proportion that
mean when casting concrete in hot weather without
using retarders of hydration, it will gain strength more
quickly than a similar concrete kept at lower
temperature .
If the temperature reach a critical value this will lead to
destroy the formation of ettringitte and will react later
increasing the tend of sulphate attack
32. Recommendation
In order to lower the temperature of the fresh mix concrete
we recommend this guidance to be followed:
1) It’s preferable not to use cement at temperature above 75c , however if hot
cement is damped by small amount of water before it well dispersed with other
solids it may set quickly and form cement balls.
2) Coarse aggregate can be cooled by spraying with chilled water
3) Fine aggregate can also be cooled by air freezing by liquid nitrogen
4) Mix water can also be cooled or partially replaced by crushed or flaked ice .
5) Paint the mixer and storage bins white to minimise absorption of heat from the
sun.
6) Programme concreting for the cooler parts of the day, or even schedule night-
time placement if possible.
7) Specify the maximum acceptable delivery temperature of the concrete so that
the supplier can plan to cool the materials as needed.
8) Avoid delays at all stages.
Editor's Notes
Beginning course details and/or books/materials needed for a class/project.
A schedule design for optional periods of time/objectives.
Introductory notes.
Introductory notes.
Objectives for instruction and expected results and/or skills developed from learning.
Objectives for instruction and expected results and/or skills developed from learning.
Objectives for instruction and expected results and/or skills developed from learning.
Objectives for instruction and expected results and/or skills developed from learning.
Relative vocabulary list.
A list of procedures and steps, or a lecture slide with media.
Relative vocabulary list.
Marquee with 3-D perspective rotation
(Intermediate)
To reproduce the effects on this slide, do the following:
On the Home tab, in the Slides group, click Layout, and then click Blank.
On the Home tab, in the Drawing group, click Shapes, and then under Rectangles click Rectangle (first option from the left). On the slide, drag to draw a rectangle.
Under Drawing Tools, on the Format tab, in the Size group, do the following:
In the Shape Height box, enter 3.12”.
In the Shape Width box, enter 7.67”.
On the Home tab, in the Drawing group, click the arrow next to Shape Fill, and then click No Fill.
On the Home tab, in the Drawing group, click the arrow next to Shape Outline, and then click No Outline.
Right-click the rectangle, and then click Edit Text.
Enter text in the text box, and then select the text. On the Home tab, in the Font group, select Franklin Gothic Medium from the Font list, enter 50 in the Font Size box, and then click Bold.
On the Home tab, in the Paragraph group, click Center to center the text in the text box.
Under Drawing Tools, on the Format tab, in the WordArt Styles group, click the arrow next to Text Fill, point to Gradient, and then click More Gradients.
In the Format Text Effects dialog box, click Text Fill in the left pane, select Gradient fill in the Text Fill pane, and then do the following:
In the Type list, select Linear.
Click the button next to Direction, and then click Linear Down (first row, second option from the left).
In the Angle box, enter 90°.
Under Gradient stops, click Add gradient stop or Remove gradient stop until three stops appear in the drop-down list.
Also under Gradient stops, customize the gradient stops that you added as follows:
Select the first stop in the slider, and then do the following:
In the Position box, enter 0%.
Click the button next to Color, click More Colors, and then in the Colors dialog box, on the Custom tab, enter values for Red: 80, Green: 80, Blue: 80.
Select the next stop in the slider, and then do the following:
In the Position box, enter 49%.
Click the button next to Color, click More Colors, and then in the Colors dialog box, on the Custom tab, enter values for Red: 89, Green: 89, Blue: 89.
Select the last stop in the slider, and then do the following:
In the Position box, enter 50%.
Click the button next to Color, and then under Theme Colors click Black, Text 1 (first row, second option from the left).
Also in the Format Text Effects dialog box, click Shadow in the left pane. In the Shadow pane, click the button next to Presets, and then under Outer click Offset Center (second row, second option from the left).
On the Home tab, in the Drawing group, click Shapes, and then under Rectangles click Rounded Rectangle (second option from the left). On the slide, drag to draw a rounded rectangle.
Select the rounded rectangle. Under Drawing Tools, on the Format tab, in the Size group, do the following:
In the Shape Height box, enter 3.12”.
In the Shape Width box, enter 7.67”.
Drag the yellow diamond adjustment handle at the top of the rounded rectangle to adjust the amount of rounding on the corners.
Under Drawing Tools, on the Format tab, in the Shape Styles group, click the arrow next to Shape Fill, point to Gradient, and then click More Gradients.
In the Format Shape dialog box, click Fill in the left pane, select Gradient fill in the Fill pane, and then do the following:
In the Type list, select Linear.
Click the button next to Direction, and then click Linear Right (first row, fourth option from the left).
In the Angle box, enter 0°.
Under Gradient stops, click Add gradient stop or Remove gradient stop until two stops appear in the slider.
Also under Gradient stops, customize the gradient stops that you added as follows:
Select the first stop in the slider, and then do the following:
In the Position box, enter 0%.
Click the button next to Color, and then under Theme Colors click White, Background 1 (first row, first option from the left).
Select the last stop in the slider, and then do the following:
In the Position box, enter 100%.
Click the button next to Color, and then under Theme Colors click White, Background 1, Darker 25% (fourth row, first option from the left).
Also in the Format Shape Effects dialog box, click Line Color in the left pane. In the Line Color pane, select No line.
Select the rounded rectangle. On the Home tab, in the Clipboard group, click the arrow to the right of Copy, and then click Duplicate.
Select the duplicate rounded rectangle. On the Home tab, in the Drawing group, click the arrow next to Shape Fill, and then click No Fill.
On the Home tab, in the Drawing group, click the arrow next to Shape Outline, and then under Theme Colors click White, Background 1 (first row, first option from the left).
On the Home tab, in the Drawing group, click the arrow next to Shape Outline, point to Weight, and then click More Lines. In the Format Shape dialog box, click Line Style in the left pane, and then do the following in the Line Style pane:
In the Width box enter 10 pt.
Click the button next to Dash type, and then click Round Dot (second option from the top).
In the Cap type list, select Round.
On the Home tab, in the Drawing group, click Shape Effects, point to Glow, and then do the following:
Under Glow Variations, click Accent color 1, 11 pt glow (third row, first option from the left).
Point to More Glow Colors, and then click More Colors. In the Colors dialog box, on the Custom tab, enter values for Red: 255, Green: 233, Blue: 33.
Under Drawing Tools, on the Format tab, in the Size group, do the following:
In the Shape Height box, enter 3.53”.
In the Shape Width box, enter 8.05”.
On the Home tab, in the Drawing group, click Shapes, and then under Lines click Line (first option from the left).
Press and hold SHIFT to constrain to a straight, horizontal line, and then drag to draw a horizontal line on the slide.
Select the line. Under Drawing Tools, on the Format tab, in the Size group, in the Shape Width box, enter 7.67”.
On the Home tab, in the Drawing group, click the arrow next to Shape Outline, and then do the following:
Under Theme Colors, click Black, Text 1, Lighter 50% (second row, second option from the left).
Point to Weight, and then click 1 1/2 pt.
Select the line. On the Home tab, in the Clipboard group, click the arrow to the right of Copy, and then click Duplicate. Repeat the process for a total of eight straight lines.
On the Home tab, in the Editing group, click Select, and then click Selection Pane.
In the Selection and Visibility pane, select the first rectangle that contains text. On the Home tab, in the Drawing group, click Arrange, and then click Bring to Front.
Also in the Selection and Visibility pane, press and hold CTRL and select all three rectangle objects. On the Home tab, in the Drawing group, click Arrange, point to Align, and then do the following:
Click Align to Slide.
Click Align Center.
Click Align Middle.
Drag each of the straight lines onto the gradient-filled rectangle, spacing them vertically as evenly as possible.
In the Selection and Visibility pane, press and hold CTRL and select all eight straight connector objects (the lines). On the Home tab, in the Drawing group, click Arrange, point to Align, and then do the following:
Click Align Selected Objects.
Click Distribute Vertically.
Click Align Center.
Press CTRL+A to select all of the objects on the slide. On the Home tab, in the Drawing group, click Arrange, and then click Group.
Select the group. On the Home tab, in the Drawing group, click Shape Effects, point to 3-D Rotation, and then under Perspective click Perspective Right (first row, third option from the left).
Drag the group slightly to the right on the slide to position it in the center.
To reproduce the background effects on this slide, do the following:
Right-click the slide background area, and then click Format Background. In the Format Background dialog box, click Fill in the left pane, select Gradient fill in the Fill pane, and then do the following:
In the Type list, select Linear.
Click the button next to Direction, and then click Linear Down (first row, second option from the left).
Under Gradient stops, click Add gradient stop or Remove gradient stop until four stops appear in the slider.
Also under Gradient stops, customize the gradient stops that you added as follows:
Select the first stop in the slider, and then do the following:
In the Position box, enter 0%.
Click the button next to Color, and then under Theme Colors click Dark Blue, Text 2 (first row, fourth option from the left).
Select the next stop in the slider, and then do the following:
In the Position box, enter 15%.
Click the button next to Color, and then under Theme Colors click Black, Text 1, Lighter 5% (sixth row, second option from the left).
Select the next stop in the slider, and then do the following:
In the Position box, enter 85%.
Click the button next to Color, and then under Theme Colors click Black, Text 1, Lighter 5% (sixth row, second option from the left).
Select the last stop in the slider, and then do the following:
In the Position box, enter 100%.
Click the button next to Color, and then under Theme Colors click Dark Blue, Text 2 (first row, fourth option from the left).