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Table of Contents
Front Cover
Advances in Construction and Demolition Waste Recycling: Management, Processing and Environmental Assessment
Copyright
Contents
Contributors
1 Introduction to advances in construction and demolition waste
1.1 Resource efficiency and the circular economy
1.2 Construction and demolition waste recycling
1.3 Outline of the book
References
Further reading
Part One: Managing construction and demolition waste
2 Estimation of construction and demolition waste
2.1 Introduction
2.2 C&
DW composition and quantification ratios
2.2.1 National/regional level
2.2.2 Building project level
2.3 C&
DW management and quantification tools
2.3.1 Waste estimation tools
2.3.2 Waste data collection and audit tools
2.3.3 Location-based tools
2.4 Conclusions
References
3 Economic assessment of circular patterns and business models for reuse and recycling of construction and demolition waste
3.1 Introduction
3.2 Global recovery of C&
DW
3.2.1 Current reuse/recycling of C&
DW
3.2.2 Converting C&
DW into new products
3.3 Governance issues
3.3.1 Barriers to the adoption of circular patterns and business models
3.3.2 Barriers to the use of recycled products from C&
DW
3.4 Supporting decision-making for reuse/recycling of C&
DW
3.4.1 Financial analysis and its application to the reuse/recycling of C&
DW
3.4.2 Cost-benefit analysis of reusing/recycling C&
DW
3.5 Main conclusions and future trends (expected and planned)
References
Further reading
4 Construction and demolition waste management
4.1 Introduction
4.2 CDSWMP: Construction and demolition site waste management plan
4.2.1 Elements of a best practice CDSWMP
4.2.2 Regulations on CDSWMPs.
4.3 Waste prevention and material efficiency at sites
4.4 Logistics of CDW
4.4.1 On-site segregation and collection
4.4.2 Reverse logistics in CDW management
4.4.2.1 Drivers and advantages of adopting RL
4.4.2.2 Barriers to RL adoption
4.5 Policies, strategies, and regulations on construction and demolition waste management
4.5.1 Voluntary agreements
4.5.2 Strategies and regulations
4.6 Future trends
References
5 Management of end-of-life gypsum in a circular economy
5.1 Introduction
5.2 Overview of the deconstruction-recycling value chain for gypsum: From recyclable postconsumer GW to quality rec ...
5.2.1 Production of GW
5.2.2 Reception of GW for processing
5.2.3 Reception of recycled gypsum for reincorporation into the production process
5.3 Fundamental best practices to produce quality recycled gypsum from end-of-life gypsum
5.3.1 Set clear waste acceptance criteria
5.3.2 Perform on-site segregation of GW
5.3.3 Set clear recycled gypsum quality criteria
5.4 Conclusion
References
6 The effects of data collection method and monitoring of workers' behavior on the generation of demolition waste
6.1 Introduction
6.2 Methods for management and data collection of C&
D wastes
6.2.1 Waste management strategies involving monitoring and site management
6.2.2 Methods for collecting WGR data
6.3 Collection and estimation of the DWGR data
6.3.1 Data collection method
6.3.2 The method used for estimating project-level DW generation
6.4 Strategies for monitoring the site and workers' behavior
6.5 Generation rates and composition of DW by buildings types
6.6 Comparison of compositional data with demolition contractors' reports.
6.7 Recommendation for collection methods of DWGRs data and monitoring the site and workers' behavior
References
7 Building information modeling for construction and demolition waste minimization
7.1 Construction and demolition waste: Problems, opportunities, and priorities
7.2 Building information modeling: An overview
7.3 BIM and waste
7.3.1 Identification
7.3.2 Estimation
7.3.3 Planning
7.4 Construction
7.5 Demolition
7.6 Renovation
7.7 Conclusions
References
8 Management of construction and demolition waste using GIS tools
8.1 Introduction
8.2 Integrated CDW management
8.3 GIS and MCA in CDW management
8.4 Use of GIS in CDW management
8.4.1 Mapping CDW illegal dumping sites
8.4.2 Installation of VDPs
8.4.3 Location of suitable areas for installing CDW landfills and recycling plants
8.5 Conclusion
References
Part Two: Processing, and applications of recycled aggregates from construction and demolition waste
9 Influence of the pretreatment of recycled aggregates
9.1 Introduction
9.2 Pretreatment of recycled aggregates
9.2.1 Physical methods
9.2.1.1 Mechanical grinding/churning
9.2.1.2 Heating and heat grinding
9.2.2 Chemical methods
9.2.2.1 Presoaking in acidic or basic solutions
9.2.2.2 Bio-deposition
9.2.2.3 Chemical grouting/impregnation
9.2.2.4 Carbonation
9.2.2.5 Nano-modification of recycled aggregates
9.3 Property enhancement of concrete with pretreated recycled aggregates
9.3.1 Mechanical performance
9.3.2 Interfacial properties
9.3.3 Durability
9.4 Prospects, challenges, and applications-A way forward
References
10 Use of recycled concrete aggregate for pavement construction
10.1 Introduction
10.2 Review on the use of recycled materials in pavement construction.
10.2.1 Recycled C&
D wastes as unbound materials for pavement construction
10.2.2 Recycled C&
D waste in bound base course
10.2.3 Life-cycle analysis of recycled C&
D waste in pavement industry
10.3 Recycled C&
D waste material used in this study
10.4 Specifications for unbound granular material for pavements
10.4.1 Property limits
10.4.2 Fines component
10.4.2.1 Liquid limit
10.4.2.2 Linear shrinkage
10.4.3 Particle size distribution
10.4.4 California bearing ratio
10.5 Conclusions
References
Further reading
11 Recycled aggregates (RAs) for asphalt materials
11.1 Introduction
11.2 Review of previous studies on HMA containing RAs
11.2.1 Optimum bitumen content
11.2.2 Stability and flow
11.2.3 Volumetric properties of RA-asphalt mixtures
11.2.4 Bulk density of compacted RA-asphalt mixtures
11.2.5 Resistance to moisture-related damages
11.2.6 Resistance to permanent deformation
11.2.7 Fatigue life
11.2.8 Resilient modulus of RA-asphalt mixtures
11.2.9 Dynamic modulus of RA-asphalt mixtures
11.3 Treatments used to upgrade HMA made with RAs
11.4 Different approaches to using RAs in pavement layers
11.5 Conclusions and future trends
Acknowledgment
References
12 Self-compacting concrete with recycled aggregates
12.1 Introduction
12.2 Self-compacting concrete preparation
12.3 Properties of self-compacting concrete
12.3.1 Fresh state behavior
12.3.2 Hardened state behavior
12.4 Durability of self-compacting concrete
12.5 Future trends
References
13 The suitability of concrete using recycled aggregates (RAs) for high-performance concrete
13.1 Introduction
13.2 Properties of HPC
13.3 Types of RAs and their properties
13.3.1 Recycled concrete aggregates.
13.3.2 Recycled ceramic aggregates
13.3.3 Recycled mix aggregates
13.4 Production of high-performance RA concrete
13.4.1 Mix proportions (RAs, supplementary cementitious materials, and admixtures) and fresh state
13.4.2 Self-compacting concrete
13.4.3 Curing procedures
13.5 Mechanical properties of high-performance RA concrete
13.5.1 Compressive strength
13.5.2 Tensile and flexural strength
13.5.3 Modulus of elasticity
13.6 Durability properties of high-performance RAs concrete
13.6.1 Water absorption by immersion and capillary
13.6.2 Shrinkages
Plastic shrinkage
Autogenous shrinkage
Drying shrinkage
13.6.3 Resistance to carbonation
13.6.4 Resistance to chloride penetration
13.6.5 Permeability
13.6.6 Behavior at elevated temperatures
13.7 Conclusions and future trends
References
14 Influence of curing conditions on recycled aggregate concrete
14.1 Introduction
14.2 Factors that affect the curing of concrete
14.3 Influence of curing conditions on the mechanical properties
14.3.1 Compressive strength
14.3.2 Elastic modulus
14.4 Influence of curing conditions on the durability
14.4.1 Density
14.4.2 Absorption
14.4.3 Porosity
14.4.4 Shrinkage
14.4.5 Water permeability
14.4.6 Oxygen permeability
14.5 Influence of curing conditions on the volumetric stability
14.6 Summary
14.7 Conclusions
References
15 Long-term behavior of recycled aggregate concrete
15.1 Introduction
15.2 Mechanical properties
15.2.1 Properties under compression
15.2.2 Properties under flexure and tension
15.3 Durability properties
15.3.1 Water absorption and air/water permeability
15.3.2 Chloride permeability
15.3.3 Carbonation
15.3.4 Frost resistance
15.4 Time-dependent properties
15.4.1 Creep.
15.4.2 Shrinkage.
Advances in Construction and Demolition Waste Recycling: Management, Processing and Environmental Assessment
Copyright
Contents
Contributors
1 Introduction to advances in construction and demolition waste
1.1 Resource efficiency and the circular economy
1.2 Construction and demolition waste recycling
1.3 Outline of the book
References
Further reading
Part One: Managing construction and demolition waste
2 Estimation of construction and demolition waste
2.1 Introduction
2.2 C&
DW composition and quantification ratios
2.2.1 National/regional level
2.2.2 Building project level
2.3 C&
DW management and quantification tools
2.3.1 Waste estimation tools
2.3.2 Waste data collection and audit tools
2.3.3 Location-based tools
2.4 Conclusions
References
3 Economic assessment of circular patterns and business models for reuse and recycling of construction and demolition waste
3.1 Introduction
3.2 Global recovery of C&
DW
3.2.1 Current reuse/recycling of C&
DW
3.2.2 Converting C&
DW into new products
3.3 Governance issues
3.3.1 Barriers to the adoption of circular patterns and business models
3.3.2 Barriers to the use of recycled products from C&
DW
3.4 Supporting decision-making for reuse/recycling of C&
DW
3.4.1 Financial analysis and its application to the reuse/recycling of C&
DW
3.4.2 Cost-benefit analysis of reusing/recycling C&
DW
3.5 Main conclusions and future trends (expected and planned)
References
Further reading
4 Construction and demolition waste management
4.1 Introduction
4.2 CDSWMP: Construction and demolition site waste management plan
4.2.1 Elements of a best practice CDSWMP
4.2.2 Regulations on CDSWMPs.
4.3 Waste prevention and material efficiency at sites
4.4 Logistics of CDW
4.4.1 On-site segregation and collection
4.4.2 Reverse logistics in CDW management
4.4.2.1 Drivers and advantages of adopting RL
4.4.2.2 Barriers to RL adoption
4.5 Policies, strategies, and regulations on construction and demolition waste management
4.5.1 Voluntary agreements
4.5.2 Strategies and regulations
4.6 Future trends
References
5 Management of end-of-life gypsum in a circular economy
5.1 Introduction
5.2 Overview of the deconstruction-recycling value chain for gypsum: From recyclable postconsumer GW to quality rec ...
5.2.1 Production of GW
5.2.2 Reception of GW for processing
5.2.3 Reception of recycled gypsum for reincorporation into the production process
5.3 Fundamental best practices to produce quality recycled gypsum from end-of-life gypsum
5.3.1 Set clear waste acceptance criteria
5.3.2 Perform on-site segregation of GW
5.3.3 Set clear recycled gypsum quality criteria
5.4 Conclusion
References
6 The effects of data collection method and monitoring of workers' behavior on the generation of demolition waste
6.1 Introduction
6.2 Methods for management and data collection of C&
D wastes
6.2.1 Waste management strategies involving monitoring and site management
6.2.2 Methods for collecting WGR data
6.3 Collection and estimation of the DWGR data
6.3.1 Data collection method
6.3.2 The method used for estimating project-level DW generation
6.4 Strategies for monitoring the site and workers' behavior
6.5 Generation rates and composition of DW by buildings types
6.6 Comparison of compositional data with demolition contractors' reports.
6.7 Recommendation for collection methods of DWGRs data and monitoring the site and workers' behavior
References
7 Building information modeling for construction and demolition waste minimization
7.1 Construction and demolition waste: Problems, opportunities, and priorities
7.2 Building information modeling: An overview
7.3 BIM and waste
7.3.1 Identification
7.3.2 Estimation
7.3.3 Planning
7.4 Construction
7.5 Demolition
7.6 Renovation
7.7 Conclusions
References
8 Management of construction and demolition waste using GIS tools
8.1 Introduction
8.2 Integrated CDW management
8.3 GIS and MCA in CDW management
8.4 Use of GIS in CDW management
8.4.1 Mapping CDW illegal dumping sites
8.4.2 Installation of VDPs
8.4.3 Location of suitable areas for installing CDW landfills and recycling plants
8.5 Conclusion
References
Part Two: Processing, and applications of recycled aggregates from construction and demolition waste
9 Influence of the pretreatment of recycled aggregates
9.1 Introduction
9.2 Pretreatment of recycled aggregates
9.2.1 Physical methods
9.2.1.1 Mechanical grinding/churning
9.2.1.2 Heating and heat grinding
9.2.2 Chemical methods
9.2.2.1 Presoaking in acidic or basic solutions
9.2.2.2 Bio-deposition
9.2.2.3 Chemical grouting/impregnation
9.2.2.4 Carbonation
9.2.2.5 Nano-modification of recycled aggregates
9.3 Property enhancement of concrete with pretreated recycled aggregates
9.3.1 Mechanical performance
9.3.2 Interfacial properties
9.3.3 Durability
9.4 Prospects, challenges, and applications-A way forward
References
10 Use of recycled concrete aggregate for pavement construction
10.1 Introduction
10.2 Review on the use of recycled materials in pavement construction.
10.2.1 Recycled C&
D wastes as unbound materials for pavement construction
10.2.2 Recycled C&
D waste in bound base course
10.2.3 Life-cycle analysis of recycled C&
D waste in pavement industry
10.3 Recycled C&
D waste material used in this study
10.4 Specifications for unbound granular material for pavements
10.4.1 Property limits
10.4.2 Fines component
10.4.2.1 Liquid limit
10.4.2.2 Linear shrinkage
10.4.3 Particle size distribution
10.4.4 California bearing ratio
10.5 Conclusions
References
Further reading
11 Recycled aggregates (RAs) for asphalt materials
11.1 Introduction
11.2 Review of previous studies on HMA containing RAs
11.2.1 Optimum bitumen content
11.2.2 Stability and flow
11.2.3 Volumetric properties of RA-asphalt mixtures
11.2.4 Bulk density of compacted RA-asphalt mixtures
11.2.5 Resistance to moisture-related damages
11.2.6 Resistance to permanent deformation
11.2.7 Fatigue life
11.2.8 Resilient modulus of RA-asphalt mixtures
11.2.9 Dynamic modulus of RA-asphalt mixtures
11.3 Treatments used to upgrade HMA made with RAs
11.4 Different approaches to using RAs in pavement layers
11.5 Conclusions and future trends
Acknowledgment
References
12 Self-compacting concrete with recycled aggregates
12.1 Introduction
12.2 Self-compacting concrete preparation
12.3 Properties of self-compacting concrete
12.3.1 Fresh state behavior
12.3.2 Hardened state behavior
12.4 Durability of self-compacting concrete
12.5 Future trends
References
13 The suitability of concrete using recycled aggregates (RAs) for high-performance concrete
13.1 Introduction
13.2 Properties of HPC
13.3 Types of RAs and their properties
13.3.1 Recycled concrete aggregates.
13.3.2 Recycled ceramic aggregates
13.3.3 Recycled mix aggregates
13.4 Production of high-performance RA concrete
13.4.1 Mix proportions (RAs, supplementary cementitious materials, and admixtures) and fresh state
13.4.2 Self-compacting concrete
13.4.3 Curing procedures
13.5 Mechanical properties of high-performance RA concrete
13.5.1 Compressive strength
13.5.2 Tensile and flexural strength
13.5.3 Modulus of elasticity
13.6 Durability properties of high-performance RAs concrete
13.6.1 Water absorption by immersion and capillary
13.6.2 Shrinkages
Plastic shrinkage
Autogenous shrinkage
Drying shrinkage
13.6.3 Resistance to carbonation
13.6.4 Resistance to chloride penetration
13.6.5 Permeability
13.6.6 Behavior at elevated temperatures
13.7 Conclusions and future trends
References
14 Influence of curing conditions on recycled aggregate concrete
14.1 Introduction
14.2 Factors that affect the curing of concrete
14.3 Influence of curing conditions on the mechanical properties
14.3.1 Compressive strength
14.3.2 Elastic modulus
14.4 Influence of curing conditions on the durability
14.4.1 Density
14.4.2 Absorption
14.4.3 Porosity
14.4.4 Shrinkage
14.4.5 Water permeability
14.4.6 Oxygen permeability
14.5 Influence of curing conditions on the volumetric stability
14.6 Summary
14.7 Conclusions
References
15 Long-term behavior of recycled aggregate concrete
15.1 Introduction
15.2 Mechanical properties
15.2.1 Properties under compression
15.2.2 Properties under flexure and tension
15.3 Durability properties
15.3.1 Water absorption and air/water permeability
15.3.2 Chloride permeability
15.3.3 Carbonation
15.3.4 Frost resistance
15.4 Time-dependent properties
15.4.1 Creep.
15.4.2 Shrinkage.