The document discusses selection of repair materials and techniques for concrete structures. It provides guidelines for selecting materials based on properties like low shrinkage, bond strength, compatible properties, and durability. Common repair materials mentioned include premixed cement, polymer modified mortars, epoxies, and chemicals. Repair techniques are categorized for cracking versus spalling/disintegration. Specific techniques discussed include additional reinforcement, autogenous healing, concrete placement, drypacking, jacketing, and shotcrete. Surface preparation is emphasized as critical for repair success.
This topic discusses in general about the repair, maintenance and their strategies to be followed. It is also discussed about the assessment procedures and investigations to be done while repairing any structures.
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.
This document discusses various types of cracks that can occur in concrete structures. It begins by explaining that most cracks are caused by shrinkage as the concrete hardens. Cracks are then classified as either structural or non-structural. Non-structural cracks tend to be cosmetic while structural cracks can threaten safety. Several specific types of cracks are then described in detail, including those caused by sulfate attack, loading, plastic shrinkage, drying shrinkage, alkali-aggregate reaction, thermal effects, settlement, and corrosion of reinforcement steel. Factors that contribute to cracking and various prevention and repair measures are also outlined.
Shotcrete normally has a greater compressive strength then cast in place concrete due to lower water to cement ratio.
The guniting is the most effective process of repairing concrete work which has been damaged due to inferior work or other reasons. It is also used for providing an impervious layer.
Deterioration of concrete structures can occur through various chemical, physical, and mechanical processes over time. Scaling and disintegration are forms of physical deterioration where the concrete's surface layers break down from freezing and thawing or weathering. Corrosion of reinforcement rebar can develop due to penetration of chloride ions or carbonation reducing the pH. Other causes include sulfate attack, alkali-aggregate reactions, abrasion, high temperatures, and erosion. Proper mix design and concrete quality can increase durability and prevent deterioration.
The document discusses the durability of concrete and the factors that affect it. It defines durability as the ability of concrete to resist weathering, chemical attack, and abrasion while maintaining its desired properties. The main factors discussed are abrasion, biological factors, temperature effects, freezing and thawing, and various types of chemical attacks including carbonation, chloride attack, acid attack, and sulfate attack. Prevention and mitigation methods are provided for each factor.
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 topic discusses in general about the repair, maintenance and their strategies to be followed. It is also discussed about the assessment procedures and investigations to be done while repairing any structures.
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.
This document discusses various types of cracks that can occur in concrete structures. It begins by explaining that most cracks are caused by shrinkage as the concrete hardens. Cracks are then classified as either structural or non-structural. Non-structural cracks tend to be cosmetic while structural cracks can threaten safety. Several specific types of cracks are then described in detail, including those caused by sulfate attack, loading, plastic shrinkage, drying shrinkage, alkali-aggregate reaction, thermal effects, settlement, and corrosion of reinforcement steel. Factors that contribute to cracking and various prevention and repair measures are also outlined.
Shotcrete normally has a greater compressive strength then cast in place concrete due to lower water to cement ratio.
The guniting is the most effective process of repairing concrete work which has been damaged due to inferior work or other reasons. It is also used for providing an impervious layer.
Deterioration of concrete structures can occur through various chemical, physical, and mechanical processes over time. Scaling and disintegration are forms of physical deterioration where the concrete's surface layers break down from freezing and thawing or weathering. Corrosion of reinforcement rebar can develop due to penetration of chloride ions or carbonation reducing the pH. Other causes include sulfate attack, alkali-aggregate reactions, abrasion, high temperatures, and erosion. Proper mix design and concrete quality can increase durability and prevent deterioration.
The document discusses the durability of concrete and the factors that affect it. It defines durability as the ability of concrete to resist weathering, chemical attack, and abrasion while maintaining its desired properties. The main factors discussed are abrasion, biological factors, temperature effects, freezing and thawing, and various types of chemical attacks including carbonation, chloride attack, acid attack, and sulfate attack. Prevention and mitigation methods are provided for each factor.
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
Corrosion of steel reinforcement in concrete can occur through chemical or electrochemical reactions between the steel and its environment. This leads to deterioration of the steel and surrounding concrete. Corrosion occurs in two periods - an initiation period where the steel's protective layer is compromised, and a propagation period where corrosion spreads. Factors like concrete quality, chloride levels, cracks, and steel type influence corrosion rates. Corrosion causes issues like concrete cracking, spalling and bar snapping. Protection methods include coatings, cathodic protection, corrosion inhibitors, and improving concrete quality.
Non destructive testing in civil engineeringMAADASWAMY U
This document discusses non-destructive testing (NDT) methods for assessing existing structures. It describes several NDT techniques including visual inspection, liquid penetrant testing, magnetic particle inspection, ultrasonic testing, radiography, and rebound hammer testing. Each method is able to detect different types of defects without damaging the material. NDT provides benefits like enabling further usage of the tested object and maintaining statistical data for future reference. Common applications of NDT include flaw detection, leak detection, and evaluating dimensions or internal structure.
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.
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.
Concrete is a composite material made of cement, sand, gravel and water. It can be classified as low, medium or high strength based on its compressive strength. Proper curing is important to achieve maximum properties. Different types of cement and reinforcement fibres are used in concrete. Concrete is susceptible to corrosion from chlorides, sulphates and carbonation which can be prevented through methods like coatings, cathodic protection and using galvanized reinforcement. Models exist to predict corrosion rates based on factors like resistivity and chloride content.
Ultrasonic pulse velocity test for concreteCivil Engineer
Ultrasonic pulse velocity (UPV) testing uses ultrasonic waves to assess the quality and uniformity of concrete in a non-destructive manner. UPV testing involves transmitting ultrasonic pulses through concrete and measuring the transit time, from which the pulse velocity can be calculated. Higher pulse velocities indicate higher quality concrete with fewer voids or defects. UPV testing can detect voids, cracks, and changes in concrete properties. It provides information on concrete strength and uniformity that can be used to evaluate structures and estimate deterioration.
NDT techniques can evaluate concrete structures in a non-destructive manner by assessing strength, quality, and durability without damaging the concrete. Some key NDT tests described in the document include rebound hammer testing to estimate concrete strength, UPV testing to evaluate homogeneity and detect cracks or voids, half-cell potential testing to assess corrosion risk, and cover meter testing to determine reinforcement location and concrete cover thickness. NDT allows for more extensive evaluation than destructive testing methods at a lower cost. Test results are influenced by factors like moisture, temperature, reinforcement properties, and concrete composition.
The document discusses the different types of shrinkage that can occur in concrete, including plastic shrinkage, drying shrinkage, autogenous shrinkage, and carbonation shrinkage. Plastic shrinkage causes cracks on the surface of fresh concrete due to evaporation before setting. Drying shrinkage is defined as the contraction of hardened concrete from the loss of capillary water, which can lead to cracking, warping, and deflection without any external loading. In summary, the document outlines the main types of volume changes and shrinkage that concrete undergoes both during the plastic and hardened states.
This document outlines 8 techniques for repairing cracks in concrete structures: 1) Sealing with epoxies, 2) Routing and sealing, 3) Stitching, 4) External stressing, 5) Overlays, 6) Grouting, 7) Blanketing, and 8) Autogenous healing. Sealing with epoxies involves injecting epoxy compounds into cracks at high pressure. Routing and sealing enlarges cracks and fills them with sealants. Stitching reestablishes tensile strength across major cracks using metal units drilled into crack walls. External stressing closes cracks by applying compression to overcome tensile stresses. Overlays provide a sealed surface for multiple cracks. Grouting is an alternative
Causes of deterioration of concrete structuresKarthi Kavya
The document discusses types of deterioration that can occur in concrete structures. It identifies three main types: distress in concrete, permeability of concrete, and aggressive deterioration agents. Distress can be physical, chemical, or mechanical due to issues like high water-cement ratio, inadequate curing, poor aggregates, overloading, or design deficiencies. Permeability is increased by porosity, microcracks, and dampness/seepage, allowing chemicals to enter. Major agents are chlorides, sulfates, and alkali-silica reaction, which can cause corrosion, cracking, or expansion through carbonation, sulfate attack, or silica gel formation.
This document summarizes research on the durability of fibre reinforced concrete. It discusses how fibres can improve the properties of concrete, including increased tensile strength and resistance to cracking. It outlines the methodology of the research, which involves testing concrete reinforced with different types and amounts of fibres, including steel, glass, natural and artificial fibres. The research examines the effect of fibres on the compressive and flexural strength of concrete beams. It also evaluates the durability of fibre reinforced concrete exposed to chloride and sulfate attacks. The results indicate that natural fibre reinforced concrete has the highest tensile strength and best durability. The research concludes that fibre reinforcement improves concrete properties and durability.
Chapter 3 materials & techniques for repairsAnkit Patel
The document discusses various types of polymer concrete, including polymer impregnated concrete (PIC), polymer Portland cement concrete (PPCC), and polymer concrete (PC). PIC involves impregnating hardened Portland cement concrete with a monomer, then polymerizing it in place. PPCC is produced by incorporating a polymer or monomer emulsion into ordinary concrete. PC uses a polymer as the sole binder instead of Portland cement. Polymer concrete has improved strength, adhesion, chemical resistance, impact resistance, and impermeability compared to ordinary concrete.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
This document discusses various causes of damage to civil engineering structures and methods for detecting such damage. It outlines 9 main causes of damage: 1) distress, 2) earthquakes, 3) wind, 4) floods, 5) dampness, 6) corrosion, 7) fire, 8) dilapidation, and 9) termites. For each cause, it describes the mechanisms and provides examples of the types of damage caused. It also discusses methods for testing damaged structures, distinguishing between destructive and non-destructive tests. The purpose is to present information on advances in understanding and evaluating damage to civil engineering projects.
Techniques for various structural repairUdayram Patil
Structural damage is crucial to safety. Proper remedial measures should always taken to avoid measure loss. This presentation provided various measure to repair structural damage.
1. The document discusses various types of special concretes including lightweight concrete, foam concrete, self-compacting concrete, vacuum concrete, fibre reinforced concrete, ferrocement, ready mix concrete, slurry infiltrated fibre concrete (SIFCON), and shotcrete.
2. Lightweight concrete uses lightweight aggregates like shale, clay, or slate to reduce density while maintaining strength. Foam concrete is made by injecting air or gas into the mix to create a cellular structure.
3. Self-compacting concrete can be placed without vibration due to its fluidity. Vacuum concrete has water removed using vacuum mats to increase strength.
SEMI DESTRUCTIVE Test On Concrete _by Imran B KBk Imran
This document discusses various semi-destructive tests that can be performed on concrete, including:
1. Core sampling tests, which extract cylindrical concrete cores to test strength.
2. Permeability tests that measure how quickly water is absorbed into concrete, important for durability.
3. Carbonation tests that detect how deep carbon dioxide has penetrated concrete over time using a pH indicator.
It provides details on procedures, equipment, and equations for calculating results for each type of test. The goal is to assess concrete damage in a minimally destructive manner.
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 provides guidelines for using construction chemicals for repairing and rehabilitating reinforced concrete structures. It discusses the causes of concrete deterioration, including poor workmanship and environmental stresses. The key steps in the repair process are outlined, including surface preparation, protecting exposed reinforcement, treating cracks, applying a bond coat and coarse repair mortar. The appropriate materials for different types and widths of cracks are described. Finally, the document recommends applying a fine filling coat, hydrophobic impregnation if needed, and a protective concrete coating or carbonation inhibitor to form a durable repair system.
Aryyaka Sarkar Repair ^0 Rehabilitation of Structure.pptxaryyaka99
The document discusses various techniques for repairing and strengthening structures. It describes methods such as guniting, shotcreting, crack repair through stitching, routing and sealing or resin injection. It also discusses underpinning techniques like pit underpinning and helical pier systems. General procedures for repair include removing loose concrete, cleaning surfaces, adding reinforcement if needed, and applying protective coatings. Fire damage repairs may involve replacing timber with new timber or steel-timber composites, and repairing concrete and masonry with fiber reinforced polymers or shotcrete.
Corrosion of steel reinforcement in concrete can occur through chemical or electrochemical reactions between the steel and its environment. This leads to deterioration of the steel and surrounding concrete. Corrosion occurs in two periods - an initiation period where the steel's protective layer is compromised, and a propagation period where corrosion spreads. Factors like concrete quality, chloride levels, cracks, and steel type influence corrosion rates. Corrosion causes issues like concrete cracking, spalling and bar snapping. Protection methods include coatings, cathodic protection, corrosion inhibitors, and improving concrete quality.
Non destructive testing in civil engineeringMAADASWAMY U
This document discusses non-destructive testing (NDT) methods for assessing existing structures. It describes several NDT techniques including visual inspection, liquid penetrant testing, magnetic particle inspection, ultrasonic testing, radiography, and rebound hammer testing. Each method is able to detect different types of defects without damaging the material. NDT provides benefits like enabling further usage of the tested object and maintaining statistical data for future reference. Common applications of NDT include flaw detection, leak detection, and evaluating dimensions or internal structure.
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.
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.
Concrete is a composite material made of cement, sand, gravel and water. It can be classified as low, medium or high strength based on its compressive strength. Proper curing is important to achieve maximum properties. Different types of cement and reinforcement fibres are used in concrete. Concrete is susceptible to corrosion from chlorides, sulphates and carbonation which can be prevented through methods like coatings, cathodic protection and using galvanized reinforcement. Models exist to predict corrosion rates based on factors like resistivity and chloride content.
Ultrasonic pulse velocity test for concreteCivil Engineer
Ultrasonic pulse velocity (UPV) testing uses ultrasonic waves to assess the quality and uniformity of concrete in a non-destructive manner. UPV testing involves transmitting ultrasonic pulses through concrete and measuring the transit time, from which the pulse velocity can be calculated. Higher pulse velocities indicate higher quality concrete with fewer voids or defects. UPV testing can detect voids, cracks, and changes in concrete properties. It provides information on concrete strength and uniformity that can be used to evaluate structures and estimate deterioration.
NDT techniques can evaluate concrete structures in a non-destructive manner by assessing strength, quality, and durability without damaging the concrete. Some key NDT tests described in the document include rebound hammer testing to estimate concrete strength, UPV testing to evaluate homogeneity and detect cracks or voids, half-cell potential testing to assess corrosion risk, and cover meter testing to determine reinforcement location and concrete cover thickness. NDT allows for more extensive evaluation than destructive testing methods at a lower cost. Test results are influenced by factors like moisture, temperature, reinforcement properties, and concrete composition.
The document discusses the different types of shrinkage that can occur in concrete, including plastic shrinkage, drying shrinkage, autogenous shrinkage, and carbonation shrinkage. Plastic shrinkage causes cracks on the surface of fresh concrete due to evaporation before setting. Drying shrinkage is defined as the contraction of hardened concrete from the loss of capillary water, which can lead to cracking, warping, and deflection without any external loading. In summary, the document outlines the main types of volume changes and shrinkage that concrete undergoes both during the plastic and hardened states.
This document outlines 8 techniques for repairing cracks in concrete structures: 1) Sealing with epoxies, 2) Routing and sealing, 3) Stitching, 4) External stressing, 5) Overlays, 6) Grouting, 7) Blanketing, and 8) Autogenous healing. Sealing with epoxies involves injecting epoxy compounds into cracks at high pressure. Routing and sealing enlarges cracks and fills them with sealants. Stitching reestablishes tensile strength across major cracks using metal units drilled into crack walls. External stressing closes cracks by applying compression to overcome tensile stresses. Overlays provide a sealed surface for multiple cracks. Grouting is an alternative
Causes of deterioration of concrete structuresKarthi Kavya
The document discusses types of deterioration that can occur in concrete structures. It identifies three main types: distress in concrete, permeability of concrete, and aggressive deterioration agents. Distress can be physical, chemical, or mechanical due to issues like high water-cement ratio, inadequate curing, poor aggregates, overloading, or design deficiencies. Permeability is increased by porosity, microcracks, and dampness/seepage, allowing chemicals to enter. Major agents are chlorides, sulfates, and alkali-silica reaction, which can cause corrosion, cracking, or expansion through carbonation, sulfate attack, or silica gel formation.
This document summarizes research on the durability of fibre reinforced concrete. It discusses how fibres can improve the properties of concrete, including increased tensile strength and resistance to cracking. It outlines the methodology of the research, which involves testing concrete reinforced with different types and amounts of fibres, including steel, glass, natural and artificial fibres. The research examines the effect of fibres on the compressive and flexural strength of concrete beams. It also evaluates the durability of fibre reinforced concrete exposed to chloride and sulfate attacks. The results indicate that natural fibre reinforced concrete has the highest tensile strength and best durability. The research concludes that fibre reinforcement improves concrete properties and durability.
Chapter 3 materials & techniques for repairsAnkit Patel
The document discusses various types of polymer concrete, including polymer impregnated concrete (PIC), polymer Portland cement concrete (PPCC), and polymer concrete (PC). PIC involves impregnating hardened Portland cement concrete with a monomer, then polymerizing it in place. PPCC is produced by incorporating a polymer or monomer emulsion into ordinary concrete. PC uses a polymer as the sole binder instead of Portland cement. Polymer concrete has improved strength, adhesion, chemical resistance, impact resistance, and impermeability compared to ordinary concrete.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
This document discusses various causes of damage to civil engineering structures and methods for detecting such damage. It outlines 9 main causes of damage: 1) distress, 2) earthquakes, 3) wind, 4) floods, 5) dampness, 6) corrosion, 7) fire, 8) dilapidation, and 9) termites. For each cause, it describes the mechanisms and provides examples of the types of damage caused. It also discusses methods for testing damaged structures, distinguishing between destructive and non-destructive tests. The purpose is to present information on advances in understanding and evaluating damage to civil engineering projects.
Techniques for various structural repairUdayram Patil
Structural damage is crucial to safety. Proper remedial measures should always taken to avoid measure loss. This presentation provided various measure to repair structural damage.
1. The document discusses various types of special concretes including lightweight concrete, foam concrete, self-compacting concrete, vacuum concrete, fibre reinforced concrete, ferrocement, ready mix concrete, slurry infiltrated fibre concrete (SIFCON), and shotcrete.
2. Lightweight concrete uses lightweight aggregates like shale, clay, or slate to reduce density while maintaining strength. Foam concrete is made by injecting air or gas into the mix to create a cellular structure.
3. Self-compacting concrete can be placed without vibration due to its fluidity. Vacuum concrete has water removed using vacuum mats to increase strength.
SEMI DESTRUCTIVE Test On Concrete _by Imran B KBk Imran
This document discusses various semi-destructive tests that can be performed on concrete, including:
1. Core sampling tests, which extract cylindrical concrete cores to test strength.
2. Permeability tests that measure how quickly water is absorbed into concrete, important for durability.
3. Carbonation tests that detect how deep carbon dioxide has penetrated concrete over time using a pH indicator.
It provides details on procedures, equipment, and equations for calculating results for each type of test. The goal is to assess concrete damage in a minimally destructive manner.
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 provides guidelines for using construction chemicals for repairing and rehabilitating reinforced concrete structures. It discusses the causes of concrete deterioration, including poor workmanship and environmental stresses. The key steps in the repair process are outlined, including surface preparation, protecting exposed reinforcement, treating cracks, applying a bond coat and coarse repair mortar. The appropriate materials for different types and widths of cracks are described. Finally, the document recommends applying a fine filling coat, hydrophobic impregnation if needed, and a protective concrete coating or carbonation inhibitor to form a durable repair system.
Aryyaka Sarkar Repair ^0 Rehabilitation of Structure.pptxaryyaka99
The document discusses various techniques for repairing and strengthening structures. It describes methods such as guniting, shotcreting, crack repair through stitching, routing and sealing or resin injection. It also discusses underpinning techniques like pit underpinning and helical pier systems. General procedures for repair include removing loose concrete, cleaning surfaces, adding reinforcement if needed, and applying protective coatings. Fire damage repairs may involve replacing timber with new timber or steel-timber composites, and repairing concrete and masonry with fiber reinforced polymers or shotcrete.
This document discusses techniques for repairing, rehabilitating, and retrofitting structures. It covers strengthening structural elements, repairing structures damaged by corrosion, fire, leakage, or earthquakes. Specific techniques addressed include repairing fire-damaged concrete, sealing leaks, repairing cracks, jacketing structural members, and dry packing. The document also covers engineered demolition methods like mechanical demolition, implosion, and deconstruction for taking down structures.
The document discusses various rehabilitation methods and strengthening techniques for concrete structures. It describes repair methods such as dry pack, pre-placed aggregate concrete, and epoxy bonded concrete. It also discusses strengthening techniques for flexural strengthening of beams, such as section enlargement, ferrocement covers, external plate bonding, and fiber reinforced polymers. For flexural strengthening, techniques aim to increase load capacity by adding new reinforcement and concrete.
This document provides information on self-compacting concrete (SCC) and light-weight concrete. It defines SCC as concrete that can flow and fill formwork without vibration due to its high fluidity. Benefits of SCC include faster construction, improved quality, and a safer work environment. Light-weight concrete is defined as having a density of less than 2200kg/m3, containing porous aggregates, and including an expanding agent. Examples of structures built with SCC include Burj Dubai and an airport control tower in Stockholm. Requirements for producing SCC and light-weight concrete are also outlined.
This document summarizes the repair of damaged concrete structures. It discusses the importance of cement concrete and its durability. It then outlines various causes of concrete damage like cracking, spalling, chemical reactions, and improper construction. The document describes evaluating damaged concrete through visual surveys, non-destructive testing, and instrumentation. Common repair methods are also summarized like patching, shotcrete, epoxy injection, and strengthening with FRP. The document stresses that proper evaluation and compatible materials are needed for effective concrete repairs.
This document discusses various techniques for repairing and rehabilitating concrete structures. It covers topics such as concrete deterioration mechanisms, materials used for repair like cement mortars and polymers, and techniques like grouting, jacketing, and external bonding. Assessment of damaged structures involves preliminary investigation, detailed investigation using techniques like core cutting, rebar location, corrosion measurement, and pull-out tests to determine repair requirements. Underwater repair of structures also requires special considerations and techniques.
This document discusses various techniques for repairing and rehabilitating concrete structures. It covers topics such as concrete deterioration mechanisms, materials used for repair like cement mortars and polymers, and techniques like grouting, jacketing, and external bonding. Assessment of damaged structures involves preliminary investigation, detailed investigation using techniques like core cutting, rebar location, corrosion measurement, and pull-out tests to determine appropriate repair methods. Underwater repair of structures also requires special considerations and techniques.
This document discusses repair procedures for composite materials. It emphasizes that identifying the material specifications from the original part is essential before beginning a repair. The same materials and fabrication process as the original must be used for the repair. Various repair materials are discussed, including resin systems, fiber reinforcements, and core materials. Basic repair steps include inspecting the damage, removing damaged material, preparing the repair area, completing the composite repair, and inspecting the final repair. Paint removal methods like hand sanding and various blasting techniques are also outlined.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
This document discusses materials used for repairing and rehabilitating reinforced concrete structures. It covers various repair strategies like load reduction, crack repair, and strengthening of structural elements. It also discusses different types of materials used for surface preparation, corrosion protection, bonding, structural repairs, and other purposes. Key materials mentioned include cement mortars, polymer-modified cement products, epoxies, acrylics, and chemicals. The document provides guidelines on selecting appropriate materials based on properties like shrinkage, bond strength, thermal expansion, and durability. It also outlines various applications of polymer mortars and epoxies in structural repair and rehabilitation work.
The document discusses the repair of damaged concrete structures. It begins by explaining the importance of cement concrete and factors that can cause damage like poor workmanship, construction procedures, and materials. Common types of damage include cracking, spalling, scaling, and corrosion. A proper evaluation involves visual inspection, detailed crack mapping, non-destructive testing, and instrumentation. Common repair methods include patching, overlays, jacketing, shotcrete, and strengthening techniques like FRP. For a successful repair, it is important to select compatible materials, properly prepare the surface, and ensure continuity with the existing structure.
This document presents the results of an experimental investigation on the strength of internally cured concrete using super absorbent polymers (SAP). Concrete mixtures were designed with different percentages of SAP as an internal curing agent to replace external curing. Specimens were tested to determine compressive, split tensile, and flexural strengths at various curing periods. The results showed that concrete with 0.35% SAP provided better workability and 2% higher strength than conventionally externally cured concrete, indicating that internal curing using SAP can improve concrete properties without external curing.
The document discusses repair and rehabilitation of concrete structures. It describes various causes of distress in concrete structures including structural causes, errors in design/construction, chemical reactions, and weathering. It then outlines the evaluation process for repair projects, including visual inspection, non-destructive testing, and laboratory testing to determine the extent of damage and appropriate repair methods. Specific causes of reinforcement corrosion like cracks, moisture, and concrete permeability are explained along with remedial measures.
This document discusses repair and rehabilitation of concrete structures. It covers causes of distress in concrete structures such as structural issues, design/construction errors, chemical reactions, and corrosion of reinforcement. It then describes evaluation procedures for repair projects, including visual inspection, non-destructive testing, and core extraction/testing. Specific causes of cracks in concrete like plastic shrinkage, thermal stresses, and inadequate reinforcement are also outlined. Finally, routing and sealing of cracks is discussed as a common remedial repair technique.
Construction Joint Sealants: A Critical Part of Building Envelope PerformanceW. R. Meadows
This document discusses a training program on construction sealants. It provides information on the objectives, topics to be covered, and credits available for architects. The training will cover the history, purpose, applications, common problems, and critical factors for success of joint sealants. It will discuss terminology, sealant types, substrate preparation, proper installation techniques, and material selection considerations. The goal is to educate participants on best practices for designing and applying sealants to construction joints.
retrofitting of fire damaged rcc slabs,colums,beamsNayana 54321
This document discusses techniques for retrofitting existing reinforced concrete structures. It introduces various problems that can occur in concrete structures like damage, excessive loading, cracks, and corrosion. Retrofitting aims to restore strength and improve serviceability. Factors influencing the selection of a retrofitting technique include cost, time constraints, and existing structure conditions. Conventional techniques discussed are section enlargement, external plate bonding, external post-tensioning, ferrocement covering, and grouting. An advanced technique of fiber reinforced polymer composites is also introduced, with carbon fiber reinforced polymer being highlighted. CFRP has advantages of high strength, corrosion resistance, and suitability for seismic retrofitting but also has high initial costs.
retrofitting of existing rcc members Different strengthening techniquessuraj prasanna kumar
This document discusses different techniques for retrofitting existing reinforced concrete (RCC) structures. It begins by introducing the problems that can occur in RCC structures like damage, excessive loading, and seismic damage. It then discusses factors to consider when deciding between retrofitting versus reconstruction. Several conventional retrofitting techniques are described such as section enlargement, external plate bonding, and grouting. The document focuses on fiber reinforced polymer (FRP) composites as an advanced technique, describing how carbon FRP is used to wrap or apply strips to structural members to improve strength, ductility, corrosion resistance, and seismic performance in a minimally invasive manner.
The document provides information on various topics related to advanced construction technology:
1. It discusses different types of admixtures used in concrete, their functions, classifications and typical quantities used.
2. Lightweight concrete and the production of lightweight aggregates are described.
3. Shotcrete/gunite installation techniques and special concretes like ferrocement and fiber reinforced concrete are outlined.
4. Principles of pre-stressed concrete including materials, methods, advantages and causes for losses in pre-stress are summarized.
Self-compacting concrete (SCC) is a highly fluid concrete that can spread and consolidate under its own weight without vibration. It was developed in Japan in the 1980s to solve issues with vibration and ensure durable concrete structures. SCC spreads easily and fills forms completely, even around dense reinforcement. This eliminates the need for vibration and ensures uniform consolidation, but it requires precise material proportions and testing. While allowing for complex designs and construction time savings, SCC is also more expensive than traditional concrete due to material and testing costs. It therefore provides benefits for certain applications but cannot be used universally.
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
International Conference on NLP, Artificial Intelligence, Machine Learning an...gerogepatton
International Conference on NLP, Artificial Intelligence, Machine Learning and Applications (NLAIM 2024) offers a premier global platform for exchanging insights and findings in the theory, methodology, and applications of NLP, Artificial Intelligence, Machine Learning, and their applications. The conference seeks substantial contributions across all key domains of NLP, Artificial Intelligence, Machine Learning, and their practical applications, aiming to foster both theoretical advancements and real-world implementations. With a focus on facilitating collaboration between researchers and practitioners from academia and industry, the conference serves as a nexus for sharing the latest developments in the field.
ACEP Magazine edition 4th launched on 05.06.2024Rahul
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesChristina Lin
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
2. Repair materials - selection
• Selection of repair material is one of the most important tasks for ensuring
durable and trust worthy repair.
– Understand the process of deterioration of repair material under service
condition
– Ensure availability of material
– Skilled manpower
– Necessary equipment
4. Repair materials – essential parameters
• The essential parameters for deciding upon a repair material for concrete are
– Low shrinkage properties
– Requisite setting/hardening properties
– Workability
– Good bond strength with existing substrate
– Compatible coefficient of thermal expansion
– Compatible mechanical properties and strength to that of the substrate
– Should allow relative movement, if expected, particularly in case of sealing of cracks or dealing with
expansion joints.
– Minimal or no curing requirement
– Alkaline character
– Low air and water permeability
– Aesthetics to match with surroundings
– Cost
– Durable, non degradable or non-biodegradable due to various forms of energy, life, UV rays, heat etc
– Non-hazardous/non-polluting
5. Low shrinkage
• Cementitious repair materials shrink with passage of time
• Cementitious repair material in its original form, if used for repair to concrete/
mortar, is likely to get either
– delaminated due to de-bonding or
– develop shrinkage cracks on its surface due to shrinkage strains and stresses.
• It is, therefore, essential that the low shrinkage property of repair material shall be
looked for while selecting a material for concrete repair
6. Bond with the substrate
• The bond strength of repair patch with the substrate is essential to have a
successful repair system.
• If it is felt that the bond strength of the repair material with the base material is
inadequate or less than the strength of the base material, then some other suitable
means could be explored to improve bond strength between repair material and
substrate.
– Adhesive,
– Surface interlocking system, and/or
– Mechanical bonding
7. Compatible properties
• The hardened material shall have compatible mechanical properties or rather slightly better
strength than that of base material.
• This property is desirable to ensure uniform flow of stresses and strains in loaded structures.
• It is well known that the elastic modulus of two concretes would be different for different
crushing strength . So if repair concrete is having strength much different than the base, it
could lead to non-uniform flow of stresses and may result in an early failure of the repair patch.
• For example, if M-20 grade of concrete has been used in original construction, the grade of the
repair material shall neither be less than M-20 nor higher than M-25.
8. Durability & Bio-non degradability
• The repair material selected should be durable under its
exposure conditions during the service life against
– chemical attack,
– resistant to any form of energy like ultra violet rays, infra red rays,
heat etc and
– should be bio non-degradable
9. Materials for repair
• Wide range of materials are available for concrete repair. Their application are
– Materials for Surface Preparation
– Chemical Rust removers for corroded reinforcement
– Passivators for reinforcement protection
– Bonding Agents
– Structural Repair Materials,
– Non-structural Repair Materials,
– Injection grouts,
– Joint sealants,
– Surface coatings for protection of RCC
10. Materials for repair
• Though available under different brand names, they can be classified as
follows:
– Premixed Cement concrete/mortars (modified with non-polymeric
admixtures/additives).
– Polymers/latex modified cement additives for mortars/concrete/cement slurry
[styrene butadiene rubber (SBR) latex, Poly (Vinylidene Chloride-Vinyl
Chloride) (PVDC), acrylics and modified acrylics)]
– Epoxy resins
– Chemicals for corrosion inhibitor, removal of rust
11. Premixed cement concrete/mortars
• cement concrete and mortars are most
natural repair materials for carrying out the
repairs to RCC
• Yet they are not favored because of
– drying shrinkage, slow setting, low workability,
prolonged curing requirement, permeability, etc
13. Polymer modified mortar/concrete
• The technology of making the latex-modified mortar
and concrete is similar to that of the conventional
binding systems.
• Most polymers, such as latexes, are in the dispersed
form. These are initially mixed in water in required
proportion and then added to the cement mortar or
concrete.
• The latex-modified mortar or concrete, are placed
similar to normal concreting and cured under
optimum conditions.
14. Epoxies
• Epoxies also come in the category of polymers but in the case of epoxies, the
polymerisation process takes place when two materials called the epoxy resin and
hardener come in contact by thoroughly mixing in specified proportion.
• The epoxy resin materials have good mechanical strength, chemical resistance and
ease of working. These are being used in civil engineering for high performance
coatings, adhesives, injection grouting, high performance systems, industrial
flooring or grouting etc.
15. Repair techniques
• Repair technique should be selected prioritizing the following
– Repair of structural defects to ensure safety of the structure and
– Protection of the structure from further deterioration.
• The selected method of repair should achieve one or more of the following
objectives:
– Reinstate the structural integrity of the member by restoring or increasing its strength &
stiffness.
– Prevent the ingress of distress promoting agents such as moisture, chlorides and
carbon dioxide to improve durability.
– Maintaining the aesthetics/appearance of concrete surface.
16. • For ease of selecting repair methods and materials, it is
helpful to divide the possible approaches into two
general categories:
– those more suited for cracking
– those more suited for spalling and disintegration.
Repair techniques
19. Repair of spalling & disintegration
• Spalling and disintegration are only symptoms of many types of concrete distress.
• There is no single repair method that will always apply.
• Following have to be considered
– What is the nature of damage?
– What is the cause of damage?
– Is the cause of damage likely to remain active
– What is the extent of damage?
22. Concrete removal & surface
preparation
• Most repair projects involve removal of distressed or deteriorated concrete.
• The care with which deteriorated concrete is removed and a concrete
surface is prepared will determine the success of a repair project
• Repair techniques requiring no concrete removal should be considered for
situations where the deteriorated and damaged concrete does not threaten
the integrity of the member or structure.
23. • Concrete removal methods are classified into
– blasting,
– crushing,
– cutting,
– impacting,
– milling, and
– presplitting.
24.
25. Preparation for repair
• One of the most important steps in the repair or rehabilitation of a concrete structure is the
preparation of the surface to be repaired. For reinforced concrete, repairs must include
proper preparation of the reinforcing steel to develop bond with the replacement concrete to
ensure desired behavior in the structure.
• Methods of surface preparation for concrete surfaces
– Chemical cleaning
– Mechanical cleaning
– Shot blasting
– Blast cleaning
– Acid etching
– Bonding agents
26. Repair techniques
• Repair techniques could be
– Provide additional reinforcement
– Autogenous healing
– Conventional concrete placement
– Drilling & plugging
– Drypacking
– Using FRP
– Flexible sealing
– Chemical grouting
– Cement grouting
– High strength concrete
– Jacketing
– Polymer overlays
– Polymer coatings
– Polymer concrete
– Routing and sealing
– Stiching
– Guniting (Shotcrete)
– Cathodic protection
27. Provision of additional reinforcement
• Provision of additional reinforcing
steel, either conventional
reinforcement or prestressing steel,
to repair a cracked concrete
section. In either case, the steel
that is added is to carry the tensile
forces that have caused cracking in
the concrete.
28. Autogenous healing
• Autogenous healing is a natural process of crack repair that can occur in the presence of
moisture and the absence of tensile stress.
• Autogenous healing has practical application for closing dormant cracks in a moist
environment. Healing will not occur if the crack is active and is subjected to movement
during the healing period
• Healing occurs through the carbonation of calcium hydroxide in the cement paste by carbon
dioxide, which is present in the surrounding air and water. Calcium carbonate and calcium
hydroxide crystals precipitate, accumulate, and grow within the cracks. The crystals interlace
and twine, producing a mechanical bonding effect, which is supplemented by chemical
bonding between adjacent crystals and between the crystals and the surfaces of the paste
and the aggregate. As a result, some of the tensile strength of the concrete is restored
across the cracked section, and the crack may become sealed.
29. Conventional concrete placement
• Replacing defective concrete with a new conventional concrete mixture of suitable
proportions that will become an integral part of the base concrete.
• The concrete mixture proportions must provide for good workability, strength, and durability.
• If the defects in the structure go entirely through a wall or if the defects go beyond the
reinforcement and if the defective area is large, then concrete replacement is the desired
method.
• Should not be used for replacement in areas where an aggressive factor which has caused
the deterioration of the concrete being replaced still exists.
30. Drilling & plugging
• Drilling and plugging a crack consists of
drilling down the length of the crack and
grouting it to form a key.
• This technique is applicable only where
cracks run in reasonably straight lines and
are accessible at one end.
• This method is most often used to repair
vertical cracks in walls.
31. Dry packing
• Process of ramming or tamping into a confined area a low water‐content mortar.
Because of the low w/c material, there is little shrinkage, and the patch remains
tight and is of good quality with respect to durability, strength, and water tightness.
• This technique has an advantage in that no special equipment is required.
However, the method does require that the craftsman making the repair be skilled
in this particular type of work.
• Drypacking can be used for patching rock pockets, form tie holes, and small holes
with a relatively high ratio of depth to area. It should not be used for patching
shallow depressions where lateral restraint cannot be obtained
• Drypacking can also be used for filling narrow slots cut for the repair of dormant
cracks. The use of drypack is not recommended for filling or repairing active cracks.
32. Fiber reinforced concrete
• Fiber‐reinforced concrete is composed of conventional
portland‐cement concrete containing discontinuous discrete fibers.
The fibers are added to the concrete in the mixer.
• Fibers are made from steel, plastic, glass, and other natural
materials.
33. Fiber reinforced concrete
• Carbon fiber reinforced plastic has over the past two decades become an increasingly notable
material used in structural engineering applications. It has proved itself cost‐effective in a
number of field applications strengthening concrete, masonry, steel and timber structures.
• Due to the incredible stiffness of CFRP, it can be used underneath bridge spans to help prevent
excessive deflections, or wrapped around beams to limit shear stresses. When used as a
replacement for steel, CFRP bars are used to reinforce concrete structures. More commonly
they are used as prestressing materials due to their high stiffness and strength.
• The advantages of CFRP over steel as a prestressing material, namely its light weight and
corrosion resistance, enable the material to be used for niche applications such as in offshore
environments.
34. Flexible sealing
• Flexible sealing involves routing and cleaning the crack and filling it with a suitable field
molded flexible sealant.
• This technique differs from routing and sealing in that, in this case, an actual joint is
constructed, rather than a crack simply being filled.
• Flexible sealing may be used to repair major, active cracks. It has been successfully used in
situations in which there is a limited water head on the crack.
• This repair technique does not increase the structural capacity of the cracked section.
35. Chemical grouting
• Chemical grouts consist of solutions of two or more chemicals that react to form a gel or
solid precipitate as opposed to cement grouts that consist of suspensions of solid particles in
a fluid.
• Cracks in concrete as narrow as 0.05 mm (0.002 in.) have been filled with chemical grout.
• The advantages of chemical grouts include
– their applicability in moist environments,
– wide limits of control of gel time, and
– their application in very fine fractures.
• Disadvantages are the
– high degree of skill needed for satisfactory use,
– their lack of strength, and,
– for some grouts, the requirement that the grout not dry out in service.
36. Cement grouting
• Hydraulic‐cement grouting is simply the use of a grout that depends upon the hydration of
portland cement, portland cement plus slag, or pozzolans such as fly ash for strength gain.
• These grouts may be sanded or unsanded (neat) as required by the particular application.
Various chemical admixtures are typically included in the grout.
• Hydraulic‐cement grouts may be used to seal dormant cracks, to bond subsequent lifts of
concrete that are being used as a repair material, or to fill voids around and under concrete
structures. Hydraulic‐cement grouts are generally less expensive than chemical grouts and
are better suited for large volume applications.
• Hydraulic cement grout has a tendency to separate under pressure and thus prevent 100
percent filling of the crack. Normally the crack width at the point of introduction should be at
least 3 mm.
37. High strength concrete
• This method is similar to an extension of the conventional concrete
placement method. Chemical admixtures such as water‐reducing
admixtures (WRA’s) are usually required to achieve lower w/c and
subsequently higher compressive strengths. Mineral admixtures are also
frequently used.
• High‐strength concrete for concrete repair is used to provide a concrete with
improved resistance to chemical attack, better abrasion resistance,
improved resistance to freezing and thawing, and reduced permeability.
38. Jacketing
• Jacketing consists of restoring or increasing the section of an existing member (principally a
compression member) by encasing it in new concrete. The original member need not be
concrete; steel and timber sections can be jacketed.
• When properly applied, jacketing will strengthen the repaired member as well as provide
some degree of protection against further deterioration.
• The removal of the existing damaged concrete or other material is usually necessary to
ensure that the repair material bonds well to the original material that is left in place. If a
significant amount of removal is necessary, temporary support may have to be provided to
the structure during the jacketing process.
39. Jacketing
• Any suitable form material may be used. A steel reinforcement cage may be
constructed around the damaged section.
• Once the form is in place, it may be filled with any suitable material.
• Choice of the filling material should be based upon the environment in which it will
serve as well as a knowledge of what caused the original material to fail.
• Filling may be accomplished by pumping, by tremie placement, by preplaced
aggregate techniques, or by conventional concrete placement.