Sustainable concrete materials and structures /

Sustainable Concrete Materials and Structures focuses on recent research progress and innovations in this important field of research.All aspects of the technical routes to sustainable concrete and structures are discussed in detail.These include recent findings on sustainable concrete production an...

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Bibliographic Details
Corporate Author: ScienceDirect (Online service)
Format: eBook
Language:English
Published: [S.l.] : Woodhead Publishing, 2024.
Series:Woodhead Publishing series in civil and structural engineering.
Subjects:
Online Access:Connect to the full text of this electronic book
Table of Contents:
  • Front Cover
  • Sustainable Concrete Materials and Structures
  • Copyright Page
  • Contents
  • List of contributors
  • 1 Introduction
  • 1.1 Background and context
  • 1.2 Challenges facing concrete sustainability
  • 1.3 Scope and objectives
  • References
  • 2 Cement and innovative sustainable binders
  • 2.1 Introduction to Portland cement and concrete
  • 2.2 Calcium-based hydraulic cements
  • 2.2.1 Calcium aluminate cements
  • 2.2.2 Calcium sulfoaluminate cements
  • 2.2.3 Belite-rich cements
  • 2.2.4 Alinite cements
  • 2.2.5 Limestone calcined clay cements
  • 2.3 Magnesium-based cements
  • 2.3.1 Magnesium oxychloride cement
  • 2.3.2 Magnesium oxysulfate cement
  • 2.3.3 Magnesium phosphate cements
  • 2.3.4 Reactive magnesia cements
  • 2.3.5 Magnesium silicate hydrate cements
  • 2.3.6 Magnesium oxalate cements
  • 2.4 Development of binders by different production methods
  • 2.4.1 Hydrothermally processed binders
  • 2.4.2 Binders subjected to carbonation-hardening
  • 2.4.3 Geopolymers/alkali-activated binders
  • 2.5 Concluding remarks
  • References
  • 3 Sustainable concrete containing supplementary cementitious materials
  • 3.1 Introduction
  • 3.2 Statistics on supplementary cementitious materials
  • 3.3 Metakaolin
  • 3.3.1 Fresh properties
  • 3.3.2 Mechanical properties
  • 3.3.3 Durability
  • 3.4 Flue gas desulfurization gypsum
  • 3.4.1 Fresh properties
  • 3.4.2 Mechanical properties
  • 3.4.3 Durability
  • 3.5 Municipal solid waste incineration bottom ash
  • 3.5.1 Fresh properties
  • 3.5.2 Mechanical properties
  • 3.5.3 Durability
  • 3.6 Ceramic waste powder
  • 3.6.1 Fresh properties
  • 3.6.2 Mechanical properties
  • 3.6.3 Durability
  • 3.7 Calcium carbide residue
  • 3.7.1 Fresh properties
  • 3.7.2 Mechanical properties
  • 3.7.3 Durability
  • 3.8 Natural pozzolana
  • 3.8.1 Fresh properties
  • 3.8.2 Mechanical properties
  • 3.8.3 Durability.
  • 3.9 Conclusion
  • References
  • 4 Mechanical and durability properties of sustainable geopolymer concrete
  • 4.1 Introduction
  • 4.2 Mechanical properties of alkaline-activated concrete
  • 4.2.1 Effect of the alkaline solution to total binder content on compressive strength
  • 4.2.2 Effect of other factors on compressive strength of alkaline-activated concrete
  • 4.2.3 Alkaline-activated concrete and conventional concrete
  • 4.2.4 Other mechanical properties of alkaline-activated concrete
  • 4.3 Durability properties
  • 4.4 Concluding remarks
  • References
  • 5 Sustainable alkali-activated construction materials from construction and demolition waste
  • 5.1 Introduction
  • 5.2 Beyond Portland cement: exploring alternatives for sustainable construction
  • 5.2.1 Ordinary Portland cement
  • 5.2.2 Alternative materials
  • 5.2.3 Alkali activation mechanism
  • 5.3 Construction and demolition waste: a promising alternative to ordinary Portland cement
  • 5.4 Construction and demolition waste-based alkali-activated materials: current applications and future directions
  • 5.4.1 Construction and demolition waste-based alkali-activated materials: binders
  • 5.4.2 Construction and demolition waste-based alkali-activated materials: mortars and concretes
  • 5.4.3 Multifunctional building material concepts for construction and demolition waste-based alkali-activated materials
  • 5.4.3.1 Three-dimensional concrete printing
  • 5.4.3.2 Engineered geopolymer composites
  • 5.5 Concluding remarks and recommendations for the future
  • Acknowledgments
  • References
  • 6 Recycled materials used for sustainable pervious concrete
  • 6.1 Introduction
  • 6.2 Supplementary cementitious materials
  • 6.3 Coarse aggregates
  • 6.4 Chemical admixtures and polymers
  • 6.5 Fibers
  • 6.6 Pollution removal
  • 6.7 Concluding remarks
  • References.
  • 7 Sustainable recycled aggregate concrete materials and structures
  • 7.1 Introduction
  • 7.2 Types, sources, and need of recycled aggregates
  • 7.2.1 Recycled concrete aggregates
  • 7.2.2 Reclaimed asphalt pavement
  • 7.2.3 Waste tire rubber
  • 7.2.4 Steel slag
  • 7.2.5 Waste plastics
  • 7.2.6 Waste glass
  • 7.3 Effect of recycled concrete aggregate on concrete performance
  • 7.4 Effect of reclaimed asphalt pavement on concrete performance
  • 7.5 Effect of steel slag on concrete performance
  • 7.6 Effect of waste tire rubber on concrete performance
  • 7.7 Effect of waste plastics on concrete performance
  • 7.8 Effect of waste glass on concrete performance
  • 7.9 New recycled materials
  • 7.9.1 Electronic wastes
  • 7.9.2 Recycled steel fiber
  • 7.9.3 Copper slag
  • 7.9.4 Zinc waste
  • 7.9.5 Sugarcane bagasse ash
  • 7.9.6 Corn stover ash
  • 7.9.7 Seashell wastes
  • 7.10 Conclusion
  • References
  • 8 Crumb rubber in sustainable self-compacting concrete
  • 8.1 Introduction
  • 8.2 Fresh properties
  • 8.2.1 Slump flow and T500 time period
  • 8.2.2 Segregation resistance and V-funnel test
  • 8.2.3 Passing ability and J-ring/ L-box
  • 8.3 Mechanical properties
  • 8.3.1 Compressive strength
  • 8.3.2 Splitting tensile strength
  • 8.3.3 Flexural strength
  • 8.3.4 Modulus of elasticity/stress-strain characteristics/toughness
  • 8.3.5 Reinforcement bond strength
  • 8.3.6 Damping/fatigue behavior/fracture behavior/impact resistance
  • 8.4 Durability properties
  • 8.4.1 Shrinkage
  • 8.4.2 Water permeation characteristics (water absorption/porosity/sorptivity/water permeability)
  • 8.4.3 Abrasion resistance
  • 8.4.4 Sulfate attack
  • 8.4.5 Acid attack
  • 8.4.6 Chloride permeability
  • 8.5 Nondestructive testing
  • 8.5.1 Ultrasonic pulse velocity
  • 8.5.2 Electrical resistance
  • 8.6 Elevated temperature studies
  • 8.7 Microstructure analysis.
  • 8.7.1 Scanning electron microscopy analysis
  • 8.7.2 X-ray computed tomography
  • 8.8 Conclusions
  • References
  • 9 Sustainable cementitious composites with recycled aggregates and fibers
  • 9.1 Introduction
  • 9.2 Waste recycled aggregates
  • 9.2.1 Current literature background on recycled aggregates in cementitious composites
  • 9.3 Influential properties of waste recycled aggregates in concrete
  • 9.4 Assessment of the effect of recycled aggregates on the fresh properties of cementitious composites
  • 9.4.1 Recycled construction and demolition waste aggregate
  • 9.4.2 Recycled glass aggregate
  • 9.4.3 Recycled rubber aggregate
  • 9.4.4 Recycled plastic aggregate
  • 9.4.5 Agricultural waste aggregate
  • 9.5 Assessment of the effect of recycled aggregates on the hardened properties of cementitious composites
  • 9.5.1 Recycled construction and demolition waste aggregate
  • 9.5.2 Recycled glass aggregate
  • 9.5.3 Recycled rubber aggregate
  • 9.5.4 Recycled plastic aggregate
  • 9.5.5 Agricultural waste aggregate
  • 9.6 Improving the performance of cementitious composites with recycled aggregates
  • 9.7 Use of recycled fibers in cementitious composites
  • 9.7.1 Overview of the type and properties of fibers used in cementitious composites
  • 9.7.1.1 Recycled steel fibers
  • 9.7.1.2 Recycled plastic fibers
  • 9.7.1.3 Recycled textile fibers
  • 9.8 Fresh properties of cementitious composites with recycled fibers
  • 9.8.1 Recycled steel fibers
  • 9.8.2 Recycled plastic fibers
  • 9.8.3 Recycled textile fibers
  • 9.8.4 Hardened properties of cementitious composites with recycled fibers
  • 9.8.4.1 Recycled steel fibers
  • 9.8.4.2 Recycled plastic fibers
  • 9.8.4.3 Recycled textile fibers
  • 9.9 Challenges (benefits against disadvantages) and future work
  • 9.10 Conclusions
  • References
  • 10 Sustainable fiber-reinforced geopolymer composites.
  • 10.1 Introduction
  • 10.2 Mix design and production of sustainable fiber-reinforced geopolymer composites
  • 10.2.1 Constituent materials and mix design
  • 10.2.2 Production process
  • 10.3 Engineering properties of sustainable fiber-reinforced geopolymer composites
  • 10.3.1 Workability
  • 10.3.2 Density
  • 10.3.3 Drying shrinkage
  • 10.3.4 Compressive behavior
  • 10.3.4.1 Effect of binder
  • 10.3.4.2 Effect of aggregate
  • 10.3.4.3 Effect of fiber
  • 10.3.5 Tensile behavior
  • 10.3.5.1 Effect of binder
  • 10.3.5.2 Effect of aggregate
  • 10.3.5.3 Effect of fiber
  • 10.3.6 Flexural behavior
  • 10.3.7 Dynamic mechanical behavior
  • 10.4 Durability of sustainable fiber-reinforced geopolymer composites
  • 10.4.1 Resistance to fire/elevated temperature
  • 10.4.2 Resistance to chemical attack
  • 10.4.3 Resistance to environmental loading
  • 10.5 Sustainability assessment
  • 10.6 Concluding remarks
  • References
  • 11 Sustainable additive manufacturing of concrete with low-carbon materials
  • 11.1 Introduction
  • 11.2 Additive manufacturing in construction industry
  • 11.3 Ordinary Portland cement-free binder systems
  • 11.3.1 Alkali-activated materials
  • 11.3.2 Calcium sulfoaluminate cement
  • 11.3.3 Magnesia-based cements
  • 11.4 Binders with high supplementary cementitious materials content
  • 11.5 Summary and future prospects
  • References
  • 12 Sustainable three-dimensional printing concrete: advances, challenges, and future direction
  • 12.1 Introduction
  • 12.2 Sustainable three-dimensional printing concrete
  • 12.2.1 Energy efficiency and CO2 emission
  • 12.2.2 Resource consumption and waste generation
  • 12.3 Advances and challenges in implementation of three-dimensional printing concrete technology
  • 12.3.1 Applications
  • 12.3.2 Challenges
  • 12.3.2.1 Material formulation
  • 12.3.2.2 Reinforcement.