E-book
Progress of Recycling in the Built Environment [electronic resource] : Final report of the RILEM Technical Committee 217-PRE / edited by Enric Vázquez.
Record details
- ISBN: 9789400749085
- Physical Description: XXIX, 284 p. 154 illus. online resource.
- Publisher: Dordrecht : Springer Netherlands : 2013.
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| Subject: | Engineering. Building construction. Waste disposal. Materials. Engineering. Building Materials. Waste Management/Waste Technology. Structural Materials. |
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Electronic resources
1.INTRODUCTION AND ACTIVITIES | ||
| 1.1. OBJECTIVES OF THE BOOK | ||
| 1.2. ABSTRACT OF THE TCâS ACTIVITIES (MEETINGS, METHODOLOGY, SYMPOSIA) | ||
| References | ||
| 2. CONSTRUCTION AND DEMOLITION WASTE RECYCLING IN A BROADER ENVIRONMENTAL PERSPECTIVE | ||
| 2.1. Sustainability and recycling construction waste | ||
| 2.1.1. Introduction | ||
| 2.1.2. Defining and measuring sustainability | ||
| 2.1.1. Environmental drivers for recycling - closing the materials flow cycle | ||
| 2.1.1. The flow of mineral construction materials and construction waste | ||
| 2.1.2. Informal production of aggregates | ||
| 2.1.3. Economical drivers for recycled aggregates | ||
| 2.1.4. Social drivers | ||
| 2.1.5. Assessing sustainability of recycled aggregates | ||
| 2.1.1. The need for further developments | ||
| References | ||
| 2.2. Global impact assessment of urban renewal based on sustainable recycling strategies for Construction and Demolition Waste | ||
| 2.2.1. Why sustainable urban renewal is necessary | ||
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| 2.2.2. How recycling strategies in urban renewal are applied | ||
| 2.2.3. How modelling supports the decision-making process | ||
| 2.2.4. Why european urban renewal projects are involved | ||
| 2.2.5. How recycling reduces CO2 emission | ||
| 2.2.6. How recycling signifies savings in primary resources | ||
| 2.2.7. How recycling contributes to diminishing the global impact of urban renewal in both developed and developing countries | ||
| 2.2.8. Appendix 1 : Calculation NATO Headquarters case | ||
| 2.2.9. Appendix 2 : Calculation City Harbour Rotterdam | ||
| References | ||
| 3. OVERVIEW REGARDING CONSTRUCTION AND DEMOLITION WASTE IN SEVERAL COUNTRIES | ||
| 3.1. Recycling in Belgium: An overview of the present situation in Belgium from the recycling industry and research about CDW | ||
| 3.1.1. Current market situation | ||
| 3.1.2. Standards and recommendations for application | ||
| 3.1.3. Principal problems related to standards and applications | ||
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| 3.1.4. New applications and research | ||
| 3.2. Recycling in Brazil: An overview of the present situation of CDW in managing and recycling | ||
| 3.2.1. CDW generation and composition | ||
| 3.2.2. CDW management and recycling | ||
| References | ||
| 3.3. Recycling in North America: State-of-the art of RCA-concrete in North America | ||
| 3.3.1. Introduction | ||
| 3.3.2. Development of a New Mixture Proportioning Method for RCA-concrete | ||
| 3.3.3. Structural Behaviour and Strength of RCA-concrete Members | ||
| 3.3.4. Bond and Development Length | ||
| 3.3.5. Durability and Long-term Performance | ||
| 3.3.6. Research on RCA in Pavement Concrete | ||
| References | ||
| 3.4. Recycling in China: An overview of study on recycled aggregate concrete | ||
| 3.4.1. Introduction | ||
| 3.4.2. Mechanical properties of recycled concrete: Strength | ||
| 3.4.3. Behaviour of concrete under various stress stages | ||
| 3.4.4.Deformation characteristics | ||
| 3.4.5. StressâStrain relationship | ||
| 3.4.6. Durability | ||
| ^ | ||
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| 3.4.7. Carbonization | ||
| 3.4.8. Chloride Penetration | ||
| 3.4.9. Freeze and Thaw | ||
| 3.4.10. Abrasion | ||
| 3.4.11. Structural performance of recycled concrete | ||
| 3.4.12. Reinforced RAC elements under monotonic loadings | ||
| 3.4.13. Reinforced RAC structures under cyclic loadings | ||
| 3.4.14. Shaking table tests on RAC structures | ||
| 3.4.15. Conclusions and recommendations | ||
| Acknowledgements | ||
| References | ||
| 3.5. Recycling in Germany: Overview regarding CDW in germany | ||
| 3.5.1. Amounts of Construction and Demolition Waste and fields of utilization | ||
| 3.5.2. Standards and recommendations | ||
| 3.5.3.New realizations and projects | ||
| References | ||
| 3.6. Recycling in Italy: Overview regarding construction and demolition waste | ||
| 3.6.1. Preliminary remarks about the method | ||
| 3.6.2. The production of recycled aggregates in Italy: Qualitative aspects | ||
| 3.6.3. Quantitative aspects | ||
| 3.6.4. Normative aspects | ||
| 3.6.5. A comparison with European data | ||
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| 3.6.6.Characteristics of plants â Tecnology | ||
| 3.6.7. The administrative procedure to install a recycling plant and the complementary activities | ||
| 3.6.8. Work modalities | ||
| 3.6.9. The recycled aggregatesâ market | ||
| 3.6.10. Conclusion | ||
| References | ||
| 3.7. Recycling in the Netherlands | ||
| 3.7.1. Existing standards relevant to CDW | ||
| 3.8. Recycling in Portugal: Overview of CDW | ||
| 3.8.1. Introduction | ||
| 3.8.2. Portuguese specifications for CDW application | ||
| 3.8.3. Recycling plants | ||
| 3.8.4. Recycling rates | ||
| 3.8.5. Case studies | ||
| References | ||
| 3.9. Recycling in Spain: Overview of CDW | ||
| 3.9.1. Introduction | ||
| 3.9.2. Diagnosis Method | ||
| 3.9.3. Production of recycled aggregates in Spain | ||
| 3.9.4. Properties of Spanish recycled aggregates | ||
| 3.9.5. The proposed classification of the recycled aggregates | ||
| ^ | ||
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| 3.9.6. GEAR-PRT-02: Technical specifications and recommendations for aggregates from construction and demolition waste, to use as a granular material in pavements | ||
| 3.9.7. GEAR-PRT-04: Technical specifications and recommendations for aggregates from construction and demolition waste, to use as a granular material in pavement surfaces, treated with hydraulic binders | ||
| 3.9.8. GEAR-PRT-05: Technical specifications and recommendations for aggregates from construction and demolition waste, to use as a granular material in precast concrete units, treated with hydraulic binders | ||
| 3.9.9. GEAR-PRT-07: Technical specifications and recommendations for aggregates from construction and demolition waste, to use as a granular material treated with hydraulic binders in roller compacted concrete | ||
| ^ | ||
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| 3.9.10. GEAR-PRT-06: Technical specifications and recommendations for aggregates from construction and demolition waste, to use as a granular material treated with hydraulic binders in mass concrete | ||
| 3.9.11. Associated works to GEAR project ("Pre-normative research on the use of recycled aggregate") | ||
| 4. Recycled Concrete | ||
| 4.1. Methods in mixture proportioning and his influence in the properties | ||
| References | ||
| 4.2. Durability | ||
| 4.2.1. Sulfates | ||
| 4.2.2. Frost-susceptible recycled concrete aggregates | ||
| 4.2.3. Chloride penetration | ||
| References | ||
| 5. Use of fine fraction | ||
| 5.1. Introduction | ||
| 5.2. Processing fine recycled aggregates | ||
| 5.3. Characteristics of fine recycled aggregates | ||
| 5.3.1. Content of cement paste and fines | ||
| 5.3.2.Density and water absorption | ||
| 5.3.3. Shape | ||
| 5.3.4. Deleterious substances | ||
| 5.4. Technical specifications for fine recycled aggregates | ||
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| 5.5. Fine recycled concrete aggregates and fine recycled mixed aggregates | ||
| 5.5.1. Concrete | ||
| 5.5.2. Mortar | ||
| 5.5.3. Blocks | ||
| 5.5.4. Roads | ||
| 5.5.5. Other applications | ||
| 5.6. Recycled ceramics | ||
| 5.7. Conclusions | ||
| References | ||
| 6. Quality assurance of recycled aggregates | ||
| 6.1. The quality of recycled aggregates | ||
| 6.2. Variation in the properties of recycled aggregates | ||
| 6.3. Factors affecting the quality of the recycled aggregate | ||
| 6.3.1. Influence of the production process | ||
| 6.3.2. Influence of the original concrete | ||
| 6.3.3. Influence of the maximum size on the quality of the aggregate | ||
| 6.4. Quality assurance of the production | ||
| 6.4.1. Incoming debris | ||
| 6.4.2. Processing | ||
| 6.4.3. Recycled aggregates stockpiling | ||
| 6.4.4. Sampling procedures | ||
| 6.4.5. Tests and frequency of sampling | ||
| 6.4.6. Document and data control | ||
| 6.5. Control tests for recycled aggregates | ||
| ^ | ||
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| 6.6. Voluntary marks for high grade recycled aggregates | ||
| References | ||
| ALL REFERENCES OF RILEM TC 217-PRE FINAL REPORT.. | ||
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