Circular economy in the construction industry:
Gespeichert in:
| Weitere beteiligte Personen: | , , , |
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| Format: | Elektronisch E-Book |
| Sprache: | Englisch |
| Veröffentlicht: |
Boca Raton ; London ; New York
CRC Press
2022
|
| Ausgabe: | First edition |
| Schriftenreihe: | The circular economy in sustainable solid and liquid waste management
|
| Links: | https://ebookcentral.proquest.com/lib/munchentech/detail.action?docID=6810049 |
| Umfang: | 1 Online-Ressource (xviii, 232 Seiten) Illustrationen, Diagramme |
| ISBN: | 9781000505214 9781003217619 |
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| 245 | 1 | 0 | |a Circular economy in the construction industry |c edited by Sadhan Kumar Ghosh, Sannidhya Kumar Ghosh, Benu Gopal Mohapatra, Ronald L. Mersky |
| 250 | |a First edition | ||
| 264 | 1 | |a Boca Raton ; London ; New York |b CRC Press |c 2022 | |
| 264 | 4 | |c © 2022 | |
| 300 | |a 1 Online-Ressource (xviii, 232 Seiten) |b Illustrationen, Diagramme | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 490 | 0 | |a The circular economy in sustainable solid and liquid waste management | |
| 505 | 8 | |a Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Table of Contents -- Foreword -- Preface -- Acknowledgements -- Editors -- Contributors -- Part I: Sustainable Construction Practices and Circular Economy -- Chapter 1: Circular Economy in Combating Construction and Demolition Wastes Including Seismic Debris -- 1.1 Introduction -- 1.2 Construction and Demolition Waste (C& -- D) Generation Including Disasters Debris -- 1.3 Management and Recycling -- 1.4 C& -- DW Legislation -- 1.5 Discussion, Analysis, and Conclusion -- Acknowledgement -- References -- Chapter 2: Circular Economy in Construction:: An Overview with Examples from Materials Research -- 2.1 Background -- 2.2 Introduction -- 2.3 Circular Economy and Construction Industry -- 2.4 Examples-Novel Construction Materials -- 2.4.1 Limestone-Calcined Clay (LCC) Pozzolana and Cement -- 2.4.2 'Smart' Composites -- 2.4.3 Recycled PET Fibre Reinforced Cementitious Composite -- 2.5 Summary and Discussion -- 2.6 Conclusions and Recommendations -- Acknowledgments -- Notes -- References -- Chapter 3: Use of Industrial Waste Slag in the Development of Self-Compacting Concrete for Sustainable Infrastructures -- 3.1 Introduction -- 3.2 Industrial Slag -- 3.3 Self-Compacting Concrete -- 3.4 Experimental Program -- 3.4.1 Materials -- 3.4.2 Mix Design -- 3.5 Results and Discussions -- 3.5.1 Fresh Properties -- 3.5.1.1 Self-Compactability Properties -- 3.5.1.2 T 50 Flow Time and V-Funnel Time -- 3.5.2 Blocking Ratio (L-box test) -- 3.5.3 HRWR Demand -- 3.5.4 Hardened Properties -- 3.5.4.1 Compressive Strength -- 3.6 Conclusions -- References -- Chapter 4: Influence of Functionally Graded Region in Ground Granulated Blast Furnace Slag (GGBS) Layered Composite Concrete -- 4.1 Introduction -- 4.2 Literature Review -- 4.3 Aim of the Study -- 4.4 Experimental Program -- 4.4.1 Materials | |
| 505 | 8 | |a 4.4.2 Mix Proportion -- 4.4.3 Specimens Preparation -- 4.5 Procedure -- 4.6 Results and Discussion -- 4.6.1 Compressive Strength -- 4.6.2 SEM and EDX Analysis -- 4.7 Conclusion -- References -- Chapter 5: Utilization of Fly Ash as a Replacement of Sand in Concrete for Sustainable Construction -- 5.1 Introduction -- 5.2 Literature Review -- 5.3 Materials and Methods -- 5.3.1 Cement -- 5.3.2 Aggregates -- 5.3.2.1 Fine Aggregate -- 5.3.2.2 Coarse Aggregate -- 5.3.2.3 Fly Ash -- 5.3.3 Mix Proportions -- 5.3.4 Preparation and Casting of Test Specimens -- 5.4 Test Results and Discussion -- 5.4.1 Fresh Properties -- 5.4.2 Compressive Strength -- 5.4.3 Split Tensile Strength -- 5.5 Conclusions -- References -- Chapter 6: Properties of Concrete at Elevated Temperature Using Waste HDPE as Fibre and Copper Slag as Mineral Admixture -- 6.1 Introduction -- 6.2 Literature Review -- 6.3 Methodology -- 6.4 Result and Discussions -- 6.4.1 Slump Test -- 6.4.2 Mechanical Properties -- 6.4.2.1 Compressive Strength -- 6.4.2.2 Split Tensile Strength -- 6.4.2.3 Flexural Strength -- 6.5 Effect of Elevated Temperature -- 6.5.1 Loss of Weight -- 6.5.2 Colour Change and Appearance -- 6.5.3 Compressive Strength -- 6.6 Effect of Elevated Temperature on Durability -- 6.6.1 Sorptivity at Elevated Temperatures -- 6.6.2 Water Absorption After Applying Elevated Temperature -- 6.7 Conclusions -- References -- Chapter 7: Utilization of Geo-Waste in Production of Geo-Fiber Papercrete Bricks -- 7.1 Introduction -- 7.1.1 Objectives -- 7.2 Methodology -- 7.2.1 Materials -- 7.3 Experimental Procedure -- 7.3.1 Preparation of Paper Pulp -- 7.3.2 Fabrication of the Mold -- 7.3.3 Casting of Papercrete Cubes and Bricks -- 7.4 Testing and Results -- 7.5 Discussion -- 7.6 Conclusion -- Acknowledgement -- References -- IS Codes Referred | |
| 505 | 8 | |a Chapter 8: Effect of Slag Addition on Compressive Strength and Microstructural Features of Fly Ash Based Geopolymer -- 8.1 Introduction -- 8.2 Materials and Methods -- 8.2.1 Materials -- 8.2.2 Methods -- 8.3 Results and Discussion -- 8.4 Conclusions -- Acknowledgements -- References -- Chapter 9: Impacts of Municipal Solid Waste Heavy Metals on Soil Quality: A Case of Visakhapatnam -- 9.1 Introduction -- 9.2 Study Site History -- 9.3 Materials and Methods -- 9.3.1 Sample Collection -- 9.3.2 Metal Extraction Procedure -- 9.3.3 Geo-Accumulation Index (I geo) -- 9.4 Results and Discussion -- 9.4.1 Lead -- 9.4.2 Nickel -- 9.4.3 I geo -- 9.5 Conclusions -- Acknowledgements -- References -- Chapter 10: Effective Utilization of Industry Solid Waste into the Concrete and Its Management -- 10.1 Introduction -- 10.2 Materials Properties -- 10.2.1 Cement -- 10.2.2 Aggregates -- 10.2.3 Sugar Cane Bagasse Ash -- 10.2.4 Marble Slurry Dust -- 10.3 Mixture Proportioning -- 10.4 Experimental Methodology -- 10.4.1 Test on Fresh Concrete -- 10.4.2 Test on Hardened Concrete and Mortar -- 10.4.3 Compressive Strength of Concrete -- 10.5 Experimental Results and Discussions -- 10.5.1 Workability of Fresh Concrete -- 10.5.2 Compressive Strength of Concrete -- 10.5.3 Compressive Strength of Mortar -- 10.6 Conclusions -- References -- Chapter 11: Utilization of Industrial Waste in Normal Concrete: A Review -- 11.1 Introduction -- 11.2 Fresh Property of Waste Materials -- 11.2.1 Workability of Industrial Waste -- 11.3 Mechanical Property -- 11.3.1 Effect of Waste Materials on Compressive Strength of Concrete -- 11.3.2 Effect of Waste Materials on Tensile Strength and Flexural Strength of Concrete -- 11.4 Conclusion -- References -- Chapter 12: Greenhouse Effect by Investigating an Internal Combustion Engine (IC Engine) Using Argemone Mexicana (Waste Plant) Biodiesel Blends | |
| 505 | 8 | |a 12.1 Introduction -- 12.2 Material and Methods -- 12.2.1 Oil Preparation Process -- 12.2.2 Biodiesel Properties -- 12.2.3 Experimental Procedure -- 12.3 Results and Discussions -- 12.3.1 Performance Analysis -- 12.3.2 Emission Analysis -- 12.4 Conclusions -- References -- Chapter 13: Fertiliser Plant Phosphogypsum:: Potential Applications in Agriculture and Road Construction -- 13.1 Introduction -- 13.2 Materials and Methodology -- 13.2.1 Experimental Materials -- 13.2.2 Experimental Methodology -- 13.3 Results and Discussion -- 13.3.1 Development of Zypmite Product -- 13.3.1.1 Advantages of Zypmite Product -- 13.3.2 Phosphogypsum as Road Construction Material -- 13.3.2.1 Neutralisation of Phosphogypsum -- 13.4 Conclusion -- Acknowledgement -- References -- Part II: Waste Utilization and Soil Stabilization -- Chapter 14: Bearing Capacity of Reinforced Soil on Varying Footing Size -- 14.1 Introduction -- 14.2 Model Footing Test -- 14.3 Model Test Results and Discussion -- 14.4 Conclusion -- References -- Chapter 15: Improvement of Properties of an Expansive Soil with Induction of Bacteria -- 15.1 Introduction -- 15.2 Experiment Investigations -- 15.2.1 Materials -- 15.2.1.1 Soil -- 15.2.1.2 Bacteria -- 15.3 Tests Conducted -- 15.3.1 Atterberg Limits -- 15.3.2 Unconfined Compression Strength Test -- 15.3.3 Soil Surface Morphology -- 15.3.4 pH Value -- 15.4 Test Results -- 15.5 Plasticity Characteristics -- 15.6 Strength -- 15.7 pH Value -- 15.8 Micro Studies -- 15.9 Conclusions -- References -- Chapter 16: Application of Treated Mixed Fruit Wastes in Soil Stabilization -- 16.1 Introduction -- 16.2 Methodology -- 16.3 Atterberg Limits -- 16.4 Conclusion -- References -- Chapter 17: Development of Flexible Pavement Cost Models for Weak Subgrade Stabilized with Fly Ash and Lime -- 17.1 Introduction -- 17.2 Methodology -- 17.2.1 Fly Ash | |
| 505 | 8 | |a 17.2.2 Use of Lime -- 17.2.3 SPSS and Cost Modeling -- 17.3 Specifications of IRC -- 17.3.1 Subgrade Soil -- 17.3.2 Liquid Limit -- 17.3.3 Plasticity Index -- 17.3.4 Density Requirement -- 17.3.5 CBR -- 17.4 Economic Analysis -- 17.5 Discussion and Conclusion -- References -- Chapter 18: Use of Fly Ash and Lime for Attainment of CN Properties in a Swelling Soil -- 18.1 Introduction -- 18.2 Experimental Work -- 18.2.1 Methods Adopted -- 18.3 Tests Results and Discussion -- 18.4 Liquid Limit -- 18.5 Compressive Strength -- 18.6 Swelling Pressure @ OMC -- 18.7 Compression Index @ OMC -- 18.8 Compression Index @ LL -- 18.9 Conclusions -- References -- Chapter 19: Interface Shear Strengths between Bagasse Ash and Geogrid -- 19.1 Introduction -- 19.2 Testing Materials -- 19.2.1 Bagasse Ash -- 19.3 Geogrid -- 19.4 Testing Methods -- 19.5 Results and Discussion -- 19.5.1 Direct Shear Test Results -- 19.6 Interface Shear Test Results -- 19.7 Friction Efficiency Factors (EФ) -- 19.8 Conclusion -- Acknowledgment -- References -- Part III: Sustainable Green Concrete -- Chapter 20: Experimental Investigation on Geopolymer Concrete with Low-Density Aggregate -- 20.1 Introduction -- 20.2 Materials and Method -- 20.2.1 Fly Ash -- 20.2.2 Fine Aggregates -- 20.2.3 Coarse Aggregate -- 20.2.4 Low-Density Aggregate -- 20.3 Alkaline Solutions -- 20.4 Mixing, Casting and Curing -- 20.5 Result and Discussion -- 20.5.1 Workability -- 20.5.2 Density ( ρ) -- 20.5.3 Compressive Strength (CS) -- 20.5.4 Split Tensile Strength -- 20.5.5 Flexural Strength -- 20.6 Conclusion -- References -- Chapter 21: Strength Development in Ferrochrome Ash-Based Geopolymer Concrete -- 21.1 Introduction -- 21.2 Materials and Methods -- 21.2.1 Materials -- 21.2.2 Methods of Manufacturing Geopolymer Concrete -- 21.3 Results and Discussions -- 21.3.1 Workability -- 21.4 Compressive Strength | |
| 505 | 8 | |a 21.4.1 Effect of Source Materials and Extra Water | |
| 700 | 1 | |a Ghosh, Sadhan Kumar |0 (DE-588)1204845484 |4 edt | |
| 700 | 1 | |a Ghosh, Sannidhya Kumar |4 edt | |
| 700 | 1 | |a Mohapatra, Benu Gopal |4 edt | |
| 700 | 1 | |a Mersky, Ronald |0 (DE-588)170341712 |4 edt | |
| 776 | 0 | 8 | |i Erscheint auch als |a Ghosh, Sadhan Kumar |t Circular Economy in the Construction Industry |d Milton : Taylor & Francis Group,c2021 |n Druck-Ausgabe, Hardcover |z 978-1-032-10896-4 |
| 776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe, Paperback |z 978-1-032-10897-1 |
| 912 | |a ZDB-30-PQE | ||
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-033602027 | |
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| author2 | Ghosh, Sadhan Kumar Ghosh, Sannidhya Kumar Mohapatra, Benu Gopal Mersky, Ronald |
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| author_GND | (DE-588)1204845484 (DE-588)170341712 |
| author_facet | Ghosh, Sadhan Kumar Ghosh, Sannidhya Kumar Mohapatra, Benu Gopal Mersky, Ronald |
| building | Verbundindex |
| bvnumber | BV048221290 |
| classification_tum | ARC 350 |
| collection | ZDB-30-PQE |
| contents | Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Table of Contents -- Foreword -- Preface -- Acknowledgements -- Editors -- Contributors -- Part I: Sustainable Construction Practices and Circular Economy -- Chapter 1: Circular Economy in Combating Construction and Demolition Wastes Including Seismic Debris -- 1.1 Introduction -- 1.2 Construction and Demolition Waste (C& -- D) Generation Including Disasters Debris -- 1.3 Management and Recycling -- 1.4 C& -- DW Legislation -- 1.5 Discussion, Analysis, and Conclusion -- Acknowledgement -- References -- Chapter 2: Circular Economy in Construction:: An Overview with Examples from Materials Research -- 2.1 Background -- 2.2 Introduction -- 2.3 Circular Economy and Construction Industry -- 2.4 Examples-Novel Construction Materials -- 2.4.1 Limestone-Calcined Clay (LCC) Pozzolana and Cement -- 2.4.2 'Smart' Composites -- 2.4.3 Recycled PET Fibre Reinforced Cementitious Composite -- 2.5 Summary and Discussion -- 2.6 Conclusions and Recommendations -- Acknowledgments -- Notes -- References -- Chapter 3: Use of Industrial Waste Slag in the Development of Self-Compacting Concrete for Sustainable Infrastructures -- 3.1 Introduction -- 3.2 Industrial Slag -- 3.3 Self-Compacting Concrete -- 3.4 Experimental Program -- 3.4.1 Materials -- 3.4.2 Mix Design -- 3.5 Results and Discussions -- 3.5.1 Fresh Properties -- 3.5.1.1 Self-Compactability Properties -- 3.5.1.2 T 50 Flow Time and V-Funnel Time -- 3.5.2 Blocking Ratio (L-box test) -- 3.5.3 HRWR Demand -- 3.5.4 Hardened Properties -- 3.5.4.1 Compressive Strength -- 3.6 Conclusions -- References -- Chapter 4: Influence of Functionally Graded Region in Ground Granulated Blast Furnace Slag (GGBS) Layered Composite Concrete -- 4.1 Introduction -- 4.2 Literature Review -- 4.3 Aim of the Study -- 4.4 Experimental Program -- 4.4.1 Materials 4.4.2 Mix Proportion -- 4.4.3 Specimens Preparation -- 4.5 Procedure -- 4.6 Results and Discussion -- 4.6.1 Compressive Strength -- 4.6.2 SEM and EDX Analysis -- 4.7 Conclusion -- References -- Chapter 5: Utilization of Fly Ash as a Replacement of Sand in Concrete for Sustainable Construction -- 5.1 Introduction -- 5.2 Literature Review -- 5.3 Materials and Methods -- 5.3.1 Cement -- 5.3.2 Aggregates -- 5.3.2.1 Fine Aggregate -- 5.3.2.2 Coarse Aggregate -- 5.3.2.3 Fly Ash -- 5.3.3 Mix Proportions -- 5.3.4 Preparation and Casting of Test Specimens -- 5.4 Test Results and Discussion -- 5.4.1 Fresh Properties -- 5.4.2 Compressive Strength -- 5.4.3 Split Tensile Strength -- 5.5 Conclusions -- References -- Chapter 6: Properties of Concrete at Elevated Temperature Using Waste HDPE as Fibre and Copper Slag as Mineral Admixture -- 6.1 Introduction -- 6.2 Literature Review -- 6.3 Methodology -- 6.4 Result and Discussions -- 6.4.1 Slump Test -- 6.4.2 Mechanical Properties -- 6.4.2.1 Compressive Strength -- 6.4.2.2 Split Tensile Strength -- 6.4.2.3 Flexural Strength -- 6.5 Effect of Elevated Temperature -- 6.5.1 Loss of Weight -- 6.5.2 Colour Change and Appearance -- 6.5.3 Compressive Strength -- 6.6 Effect of Elevated Temperature on Durability -- 6.6.1 Sorptivity at Elevated Temperatures -- 6.6.2 Water Absorption After Applying Elevated Temperature -- 6.7 Conclusions -- References -- Chapter 7: Utilization of Geo-Waste in Production of Geo-Fiber Papercrete Bricks -- 7.1 Introduction -- 7.1.1 Objectives -- 7.2 Methodology -- 7.2.1 Materials -- 7.3 Experimental Procedure -- 7.3.1 Preparation of Paper Pulp -- 7.3.2 Fabrication of the Mold -- 7.3.3 Casting of Papercrete Cubes and Bricks -- 7.4 Testing and Results -- 7.5 Discussion -- 7.6 Conclusion -- Acknowledgement -- References -- IS Codes Referred Chapter 8: Effect of Slag Addition on Compressive Strength and Microstructural Features of Fly Ash Based Geopolymer -- 8.1 Introduction -- 8.2 Materials and Methods -- 8.2.1 Materials -- 8.2.2 Methods -- 8.3 Results and Discussion -- 8.4 Conclusions -- Acknowledgements -- References -- Chapter 9: Impacts of Municipal Solid Waste Heavy Metals on Soil Quality: A Case of Visakhapatnam -- 9.1 Introduction -- 9.2 Study Site History -- 9.3 Materials and Methods -- 9.3.1 Sample Collection -- 9.3.2 Metal Extraction Procedure -- 9.3.3 Geo-Accumulation Index (I geo) -- 9.4 Results and Discussion -- 9.4.1 Lead -- 9.4.2 Nickel -- 9.4.3 I geo -- 9.5 Conclusions -- Acknowledgements -- References -- Chapter 10: Effective Utilization of Industry Solid Waste into the Concrete and Its Management -- 10.1 Introduction -- 10.2 Materials Properties -- 10.2.1 Cement -- 10.2.2 Aggregates -- 10.2.3 Sugar Cane Bagasse Ash -- 10.2.4 Marble Slurry Dust -- 10.3 Mixture Proportioning -- 10.4 Experimental Methodology -- 10.4.1 Test on Fresh Concrete -- 10.4.2 Test on Hardened Concrete and Mortar -- 10.4.3 Compressive Strength of Concrete -- 10.5 Experimental Results and Discussions -- 10.5.1 Workability of Fresh Concrete -- 10.5.2 Compressive Strength of Concrete -- 10.5.3 Compressive Strength of Mortar -- 10.6 Conclusions -- References -- Chapter 11: Utilization of Industrial Waste in Normal Concrete: A Review -- 11.1 Introduction -- 11.2 Fresh Property of Waste Materials -- 11.2.1 Workability of Industrial Waste -- 11.3 Mechanical Property -- 11.3.1 Effect of Waste Materials on Compressive Strength of Concrete -- 11.3.2 Effect of Waste Materials on Tensile Strength and Flexural Strength of Concrete -- 11.4 Conclusion -- References -- Chapter 12: Greenhouse Effect by Investigating an Internal Combustion Engine (IC Engine) Using Argemone Mexicana (Waste Plant) Biodiesel Blends 12.1 Introduction -- 12.2 Material and Methods -- 12.2.1 Oil Preparation Process -- 12.2.2 Biodiesel Properties -- 12.2.3 Experimental Procedure -- 12.3 Results and Discussions -- 12.3.1 Performance Analysis -- 12.3.2 Emission Analysis -- 12.4 Conclusions -- References -- Chapter 13: Fertiliser Plant Phosphogypsum:: Potential Applications in Agriculture and Road Construction -- 13.1 Introduction -- 13.2 Materials and Methodology -- 13.2.1 Experimental Materials -- 13.2.2 Experimental Methodology -- 13.3 Results and Discussion -- 13.3.1 Development of Zypmite Product -- 13.3.1.1 Advantages of Zypmite Product -- 13.3.2 Phosphogypsum as Road Construction Material -- 13.3.2.1 Neutralisation of Phosphogypsum -- 13.4 Conclusion -- Acknowledgement -- References -- Part II: Waste Utilization and Soil Stabilization -- Chapter 14: Bearing Capacity of Reinforced Soil on Varying Footing Size -- 14.1 Introduction -- 14.2 Model Footing Test -- 14.3 Model Test Results and Discussion -- 14.4 Conclusion -- References -- Chapter 15: Improvement of Properties of an Expansive Soil with Induction of Bacteria -- 15.1 Introduction -- 15.2 Experiment Investigations -- 15.2.1 Materials -- 15.2.1.1 Soil -- 15.2.1.2 Bacteria -- 15.3 Tests Conducted -- 15.3.1 Atterberg Limits -- 15.3.2 Unconfined Compression Strength Test -- 15.3.3 Soil Surface Morphology -- 15.3.4 pH Value -- 15.4 Test Results -- 15.5 Plasticity Characteristics -- 15.6 Strength -- 15.7 pH Value -- 15.8 Micro Studies -- 15.9 Conclusions -- References -- Chapter 16: Application of Treated Mixed Fruit Wastes in Soil Stabilization -- 16.1 Introduction -- 16.2 Methodology -- 16.3 Atterberg Limits -- 16.4 Conclusion -- References -- Chapter 17: Development of Flexible Pavement Cost Models for Weak Subgrade Stabilized with Fly Ash and Lime -- 17.1 Introduction -- 17.2 Methodology -- 17.2.1 Fly Ash 17.2.2 Use of Lime -- 17.2.3 SPSS and Cost Modeling -- 17.3 Specifications of IRC -- 17.3.1 Subgrade Soil -- 17.3.2 Liquid Limit -- 17.3.3 Plasticity Index -- 17.3.4 Density Requirement -- 17.3.5 CBR -- 17.4 Economic Analysis -- 17.5 Discussion and Conclusion -- References -- Chapter 18: Use of Fly Ash and Lime for Attainment of CN Properties in a Swelling Soil -- 18.1 Introduction -- 18.2 Experimental Work -- 18.2.1 Methods Adopted -- 18.3 Tests Results and Discussion -- 18.4 Liquid Limit -- 18.5 Compressive Strength -- 18.6 Swelling Pressure @ OMC -- 18.7 Compression Index @ OMC -- 18.8 Compression Index @ LL -- 18.9 Conclusions -- References -- Chapter 19: Interface Shear Strengths between Bagasse Ash and Geogrid -- 19.1 Introduction -- 19.2 Testing Materials -- 19.2.1 Bagasse Ash -- 19.3 Geogrid -- 19.4 Testing Methods -- 19.5 Results and Discussion -- 19.5.1 Direct Shear Test Results -- 19.6 Interface Shear Test Results -- 19.7 Friction Efficiency Factors (EФ) -- 19.8 Conclusion -- Acknowledgment -- References -- Part III: Sustainable Green Concrete -- Chapter 20: Experimental Investigation on Geopolymer Concrete with Low-Density Aggregate -- 20.1 Introduction -- 20.2 Materials and Method -- 20.2.1 Fly Ash -- 20.2.2 Fine Aggregates -- 20.2.3 Coarse Aggregate -- 20.2.4 Low-Density Aggregate -- 20.3 Alkaline Solutions -- 20.4 Mixing, Casting and Curing -- 20.5 Result and Discussion -- 20.5.1 Workability -- 20.5.2 Density ( ρ) -- 20.5.3 Compressive Strength (CS) -- 20.5.4 Split Tensile Strength -- 20.5.5 Flexural Strength -- 20.6 Conclusion -- References -- Chapter 21: Strength Development in Ferrochrome Ash-Based Geopolymer Concrete -- 21.1 Introduction -- 21.2 Materials and Methods -- 21.2.1 Materials -- 21.2.2 Methods of Manufacturing Geopolymer Concrete -- 21.3 Results and Discussions -- 21.3.1 Workability -- 21.4 Compressive Strength 21.4.1 Effect of Source Materials and Extra Water |
| ctrlnum | (ZDB-30-PQE)EBC6810049 (ZDB-30-PAD)EBC6810049 (ZDB-89-EBL)EBL6810049 (OCoLC)1287135009 (DE-599)BVBBV048221290 |
| dewey-full | 690.0286 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 690 - Construction of buildings |
| dewey-raw | 690.0286 |
| dewey-search | 690.0286 |
| dewey-sort | 3690.0286 |
| dewey-tens | 690 - Construction of buildings |
| discipline | Architektur Bauingenieurwesen |
| edition | First edition |
| format | Electronic eBook |
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circular economy in sustainable solid and liquid waste management</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Table of Contents -- Foreword -- Preface -- Acknowledgements -- Editors -- Contributors -- Part I: Sustainable Construction Practices and Circular Economy -- Chapter 1: Circular Economy in Combating Construction and Demolition Wastes Including Seismic Debris -- 1.1 Introduction -- 1.2 Construction and Demolition Waste (C&amp -- D) Generation Including Disasters Debris -- 1.3 Management and Recycling -- 1.4 C&amp -- DW Legislation -- 1.5 Discussion, Analysis, and Conclusion -- Acknowledgement -- References -- Chapter 2: Circular Economy in Construction:: An Overview with Examples from Materials Research -- 2.1 Background -- 2.2 Introduction -- 2.3 Circular Economy and Construction Industry -- 2.4 Examples-Novel Construction Materials -- 2.4.1 Limestone-Calcined Clay (LCC) Pozzolana and Cement -- 2.4.2 'Smart' Composites -- 2.4.3 Recycled PET Fibre Reinforced Cementitious Composite -- 2.5 Summary and Discussion -- 2.6 Conclusions and Recommendations -- Acknowledgments -- Notes -- References -- Chapter 3: Use of Industrial Waste Slag in the Development of Self-Compacting Concrete for Sustainable Infrastructures -- 3.1 Introduction -- 3.2 Industrial Slag -- 3.3 Self-Compacting Concrete -- 3.4 Experimental Program -- 3.4.1 Materials -- 3.4.2 Mix Design -- 3.5 Results and Discussions -- 3.5.1 Fresh Properties -- 3.5.1.1 Self-Compactability Properties -- 3.5.1.2 T 50 Flow Time and V-Funnel Time -- 3.5.2 Blocking Ratio (L-box test) -- 3.5.3 HRWR Demand -- 3.5.4 Hardened Properties -- 3.5.4.1 Compressive Strength -- 3.6 Conclusions -- References -- Chapter 4: Influence of Functionally Graded Region in Ground Granulated Blast Furnace Slag (GGBS) Layered Composite Concrete -- 4.1 Introduction -- 4.2 Literature Review -- 4.3 Aim of the Study -- 4.4 Experimental Program -- 4.4.1 Materials</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">4.4.2 Mix Proportion -- 4.4.3 Specimens Preparation -- 4.5 Procedure -- 4.6 Results and Discussion -- 4.6.1 Compressive Strength -- 4.6.2 SEM and EDX Analysis -- 4.7 Conclusion -- References -- Chapter 5: Utilization of Fly Ash as a Replacement of Sand in Concrete for Sustainable Construction -- 5.1 Introduction -- 5.2 Literature Review -- 5.3 Materials and Methods -- 5.3.1 Cement -- 5.3.2 Aggregates -- 5.3.2.1 Fine Aggregate -- 5.3.2.2 Coarse Aggregate -- 5.3.2.3 Fly Ash -- 5.3.3 Mix Proportions -- 5.3.4 Preparation and Casting of Test Specimens -- 5.4 Test Results and Discussion -- 5.4.1 Fresh Properties -- 5.4.2 Compressive Strength -- 5.4.3 Split Tensile Strength -- 5.5 Conclusions -- References -- Chapter 6: Properties of Concrete at Elevated Temperature Using Waste HDPE as Fibre and Copper Slag as Mineral Admixture -- 6.1 Introduction -- 6.2 Literature Review -- 6.3 Methodology -- 6.4 Result and Discussions -- 6.4.1 Slump Test -- 6.4.2 Mechanical Properties -- 6.4.2.1 Compressive Strength -- 6.4.2.2 Split Tensile Strength -- 6.4.2.3 Flexural Strength -- 6.5 Effect of Elevated Temperature -- 6.5.1 Loss of Weight -- 6.5.2 Colour Change and Appearance -- 6.5.3 Compressive Strength -- 6.6 Effect of Elevated Temperature on Durability -- 6.6.1 Sorptivity at Elevated Temperatures -- 6.6.2 Water Absorption After Applying Elevated Temperature -- 6.7 Conclusions -- References -- Chapter 7: Utilization of Geo-Waste in Production of Geo-Fiber Papercrete Bricks -- 7.1 Introduction -- 7.1.1 Objectives -- 7.2 Methodology -- 7.2.1 Materials -- 7.3 Experimental Procedure -- 7.3.1 Preparation of Paper Pulp -- 7.3.2 Fabrication of the Mold -- 7.3.3 Casting of Papercrete Cubes and Bricks -- 7.4 Testing and Results -- 7.5 Discussion -- 7.6 Conclusion -- Acknowledgement -- References -- IS Codes Referred</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">Chapter 8: Effect of Slag Addition on Compressive Strength and Microstructural Features of Fly Ash Based Geopolymer -- 8.1 Introduction -- 8.2 Materials and Methods -- 8.2.1 Materials -- 8.2.2 Methods -- 8.3 Results and Discussion -- 8.4 Conclusions -- Acknowledgements -- References -- Chapter 9: Impacts of Municipal Solid Waste Heavy Metals on Soil Quality: A Case of Visakhapatnam -- 9.1 Introduction -- 9.2 Study Site History -- 9.3 Materials and Methods -- 9.3.1 Sample Collection -- 9.3.2 Metal Extraction Procedure -- 9.3.3 Geo-Accumulation Index (I geo) -- 9.4 Results and Discussion -- 9.4.1 Lead -- 9.4.2 Nickel -- 9.4.3 I geo -- 9.5 Conclusions -- Acknowledgements -- References -- Chapter 10: Effective Utilization of Industry Solid Waste into the Concrete and Its Management -- 10.1 Introduction -- 10.2 Materials Properties -- 10.2.1 Cement -- 10.2.2 Aggregates -- 10.2.3 Sugar Cane Bagasse Ash -- 10.2.4 Marble Slurry Dust -- 10.3 Mixture Proportioning -- 10.4 Experimental Methodology -- 10.4.1 Test on Fresh Concrete -- 10.4.2 Test on Hardened Concrete and Mortar -- 10.4.3 Compressive Strength of Concrete -- 10.5 Experimental Results and Discussions -- 10.5.1 Workability of Fresh Concrete -- 10.5.2 Compressive Strength of Concrete -- 10.5.3 Compressive Strength of Mortar -- 10.6 Conclusions -- References -- Chapter 11: Utilization of Industrial Waste in Normal Concrete: A Review -- 11.1 Introduction -- 11.2 Fresh Property of Waste Materials -- 11.2.1 Workability of Industrial Waste -- 11.3 Mechanical Property -- 11.3.1 Effect of Waste Materials on Compressive Strength of Concrete -- 11.3.2 Effect of Waste Materials on Tensile Strength and Flexural Strength of Concrete -- 11.4 Conclusion -- References -- Chapter 12: Greenhouse Effect by Investigating an Internal Combustion Engine (IC Engine) Using Argemone Mexicana (Waste Plant) Biodiesel Blends</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">12.1 Introduction -- 12.2 Material and Methods -- 12.2.1 Oil Preparation Process -- 12.2.2 Biodiesel Properties -- 12.2.3 Experimental Procedure -- 12.3 Results and Discussions -- 12.3.1 Performance Analysis -- 12.3.2 Emission Analysis -- 12.4 Conclusions -- References -- Chapter 13: Fertiliser Plant Phosphogypsum:: Potential Applications in Agriculture and Road Construction -- 13.1 Introduction -- 13.2 Materials and Methodology -- 13.2.1 Experimental Materials -- 13.2.2 Experimental Methodology -- 13.3 Results and Discussion -- 13.3.1 Development of Zypmite Product -- 13.3.1.1 Advantages of Zypmite Product -- 13.3.2 Phosphogypsum as Road Construction Material -- 13.3.2.1 Neutralisation of Phosphogypsum -- 13.4 Conclusion -- Acknowledgement -- References -- Part II: Waste Utilization and Soil Stabilization -- Chapter 14: Bearing Capacity of Reinforced Soil on Varying Footing Size -- 14.1 Introduction -- 14.2 Model Footing Test -- 14.3 Model Test Results and Discussion -- 14.4 Conclusion -- References -- Chapter 15: Improvement of Properties of an Expansive Soil with Induction of Bacteria -- 15.1 Introduction -- 15.2 Experiment Investigations -- 15.2.1 Materials -- 15.2.1.1 Soil -- 15.2.1.2 Bacteria -- 15.3 Tests Conducted -- 15.3.1 Atterberg Limits -- 15.3.2 Unconfined Compression Strength Test -- 15.3.3 Soil Surface Morphology -- 15.3.4 pH Value -- 15.4 Test Results -- 15.5 Plasticity Characteristics -- 15.6 Strength -- 15.7 pH Value -- 15.8 Micro Studies -- 15.9 Conclusions -- References -- Chapter 16: Application of Treated Mixed Fruit Wastes in Soil Stabilization -- 16.1 Introduction -- 16.2 Methodology -- 16.3 Atterberg Limits -- 16.4 Conclusion -- References -- Chapter 17: Development of Flexible Pavement Cost Models for Weak Subgrade Stabilized with Fly Ash and Lime -- 17.1 Introduction -- 17.2 Methodology -- 17.2.1 Fly Ash</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">17.2.2 Use of Lime -- 17.2.3 SPSS and Cost Modeling -- 17.3 Specifications of IRC -- 17.3.1 Subgrade Soil -- 17.3.2 Liquid Limit -- 17.3.3 Plasticity Index -- 17.3.4 Density Requirement -- 17.3.5 CBR -- 17.4 Economic Analysis -- 17.5 Discussion and Conclusion -- References -- Chapter 18: Use of Fly Ash and Lime for Attainment of CN Properties in a Swelling Soil -- 18.1 Introduction -- 18.2 Experimental Work -- 18.2.1 Methods Adopted -- 18.3 Tests Results and Discussion -- 18.4 Liquid Limit -- 18.5 Compressive Strength -- 18.6 Swelling Pressure @ OMC -- 18.7 Compression Index @ OMC -- 18.8 Compression Index @ LL -- 18.9 Conclusions -- References -- Chapter 19: Interface Shear Strengths between Bagasse Ash and Geogrid -- 19.1 Introduction -- 19.2 Testing Materials -- 19.2.1 Bagasse Ash -- 19.3 Geogrid -- 19.4 Testing Methods -- 19.5 Results and Discussion -- 19.5.1 Direct Shear Test Results -- 19.6 Interface Shear Test Results -- 19.7 Friction Efficiency Factors (EФ) -- 19.8 Conclusion -- Acknowledgment -- References -- Part III: Sustainable Green Concrete -- Chapter 20: Experimental Investigation on Geopolymer Concrete with Low-Density Aggregate -- 20.1 Introduction -- 20.2 Materials and Method -- 20.2.1 Fly Ash -- 20.2.2 Fine Aggregates -- 20.2.3 Coarse Aggregate -- 20.2.4 Low-Density Aggregate -- 20.3 Alkaline Solutions -- 20.4 Mixing, Casting and Curing -- 20.5 Result and Discussion -- 20.5.1 Workability -- 20.5.2 Density ( ρ) -- 20.5.3 Compressive Strength (CS) -- 20.5.4 Split Tensile Strength -- 20.5.5 Flexural Strength -- 20.6 Conclusion -- References -- Chapter 21: Strength Development in Ferrochrome Ash-Based Geopolymer Concrete -- 21.1 Introduction -- 21.2 Materials and Methods -- 21.2.1 Materials -- 21.2.2 Methods of Manufacturing Geopolymer Concrete -- 21.3 Results and Discussions -- 21.3.1 Workability -- 21.4 Compressive Strength</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">21.4.1 Effect of Source Materials and Extra Water</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield 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| id | DE-604.BV048221290 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T19:38:55Z |
| institution | BVB |
| isbn | 9781000505214 9781003217619 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-033602027 |
| oclc_num | 1287135009 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM |
| owner_facet | DE-91 DE-BY-TUM |
| physical | 1 Online-Ressource (xviii, 232 Seiten) Illustrationen, Diagramme |
| psigel | ZDB-30-PQE ZDB-30-PQE TUM_PDA_PQE_Kauf |
| publishDate | 2022 |
| publishDateSearch | 2022 |
| publishDateSort | 2022 |
| publisher | CRC Press |
| record_format | marc |
| series2 | The circular economy in sustainable solid and liquid waste management |
| spellingShingle | Circular economy in the construction industry Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Table of Contents -- Foreword -- Preface -- Acknowledgements -- Editors -- Contributors -- Part I: Sustainable Construction Practices and Circular Economy -- Chapter 1: Circular Economy in Combating Construction and Demolition Wastes Including Seismic Debris -- 1.1 Introduction -- 1.2 Construction and Demolition Waste (C& -- D) Generation Including Disasters Debris -- 1.3 Management and Recycling -- 1.4 C& -- DW Legislation -- 1.5 Discussion, Analysis, and Conclusion -- Acknowledgement -- References -- Chapter 2: Circular Economy in Construction:: An Overview with Examples from Materials Research -- 2.1 Background -- 2.2 Introduction -- 2.3 Circular Economy and Construction Industry -- 2.4 Examples-Novel Construction Materials -- 2.4.1 Limestone-Calcined Clay (LCC) Pozzolana and Cement -- 2.4.2 'Smart' Composites -- 2.4.3 Recycled PET Fibre Reinforced Cementitious Composite -- 2.5 Summary and Discussion -- 2.6 Conclusions and Recommendations -- Acknowledgments -- Notes -- References -- Chapter 3: Use of Industrial Waste Slag in the Development of Self-Compacting Concrete for Sustainable Infrastructures -- 3.1 Introduction -- 3.2 Industrial Slag -- 3.3 Self-Compacting Concrete -- 3.4 Experimental Program -- 3.4.1 Materials -- 3.4.2 Mix Design -- 3.5 Results and Discussions -- 3.5.1 Fresh Properties -- 3.5.1.1 Self-Compactability Properties -- 3.5.1.2 T 50 Flow Time and V-Funnel Time -- 3.5.2 Blocking Ratio (L-box test) -- 3.5.3 HRWR Demand -- 3.5.4 Hardened Properties -- 3.5.4.1 Compressive Strength -- 3.6 Conclusions -- References -- Chapter 4: Influence of Functionally Graded Region in Ground Granulated Blast Furnace Slag (GGBS) Layered Composite Concrete -- 4.1 Introduction -- 4.2 Literature Review -- 4.3 Aim of the Study -- 4.4 Experimental Program -- 4.4.1 Materials 4.4.2 Mix Proportion -- 4.4.3 Specimens Preparation -- 4.5 Procedure -- 4.6 Results and Discussion -- 4.6.1 Compressive Strength -- 4.6.2 SEM and EDX Analysis -- 4.7 Conclusion -- References -- Chapter 5: Utilization of Fly Ash as a Replacement of Sand in Concrete for Sustainable Construction -- 5.1 Introduction -- 5.2 Literature Review -- 5.3 Materials and Methods -- 5.3.1 Cement -- 5.3.2 Aggregates -- 5.3.2.1 Fine Aggregate -- 5.3.2.2 Coarse Aggregate -- 5.3.2.3 Fly Ash -- 5.3.3 Mix Proportions -- 5.3.4 Preparation and Casting of Test Specimens -- 5.4 Test Results and Discussion -- 5.4.1 Fresh Properties -- 5.4.2 Compressive Strength -- 5.4.3 Split Tensile Strength -- 5.5 Conclusions -- References -- Chapter 6: Properties of Concrete at Elevated Temperature Using Waste HDPE as Fibre and Copper Slag as Mineral Admixture -- 6.1 Introduction -- 6.2 Literature Review -- 6.3 Methodology -- 6.4 Result and Discussions -- 6.4.1 Slump Test -- 6.4.2 Mechanical Properties -- 6.4.2.1 Compressive Strength -- 6.4.2.2 Split Tensile Strength -- 6.4.2.3 Flexural Strength -- 6.5 Effect of Elevated Temperature -- 6.5.1 Loss of Weight -- 6.5.2 Colour Change and Appearance -- 6.5.3 Compressive Strength -- 6.6 Effect of Elevated Temperature on Durability -- 6.6.1 Sorptivity at Elevated Temperatures -- 6.6.2 Water Absorption After Applying Elevated Temperature -- 6.7 Conclusions -- References -- Chapter 7: Utilization of Geo-Waste in Production of Geo-Fiber Papercrete Bricks -- 7.1 Introduction -- 7.1.1 Objectives -- 7.2 Methodology -- 7.2.1 Materials -- 7.3 Experimental Procedure -- 7.3.1 Preparation of Paper Pulp -- 7.3.2 Fabrication of the Mold -- 7.3.3 Casting of Papercrete Cubes and Bricks -- 7.4 Testing and Results -- 7.5 Discussion -- 7.6 Conclusion -- Acknowledgement -- References -- IS Codes Referred Chapter 8: Effect of Slag Addition on Compressive Strength and Microstructural Features of Fly Ash Based Geopolymer -- 8.1 Introduction -- 8.2 Materials and Methods -- 8.2.1 Materials -- 8.2.2 Methods -- 8.3 Results and Discussion -- 8.4 Conclusions -- Acknowledgements -- References -- Chapter 9: Impacts of Municipal Solid Waste Heavy Metals on Soil Quality: A Case of Visakhapatnam -- 9.1 Introduction -- 9.2 Study Site History -- 9.3 Materials and Methods -- 9.3.1 Sample Collection -- 9.3.2 Metal Extraction Procedure -- 9.3.3 Geo-Accumulation Index (I geo) -- 9.4 Results and Discussion -- 9.4.1 Lead -- 9.4.2 Nickel -- 9.4.3 I geo -- 9.5 Conclusions -- Acknowledgements -- References -- Chapter 10: Effective Utilization of Industry Solid Waste into the Concrete and Its Management -- 10.1 Introduction -- 10.2 Materials Properties -- 10.2.1 Cement -- 10.2.2 Aggregates -- 10.2.3 Sugar Cane Bagasse Ash -- 10.2.4 Marble Slurry Dust -- 10.3 Mixture Proportioning -- 10.4 Experimental Methodology -- 10.4.1 Test on Fresh Concrete -- 10.4.2 Test on Hardened Concrete and Mortar -- 10.4.3 Compressive Strength of Concrete -- 10.5 Experimental Results and Discussions -- 10.5.1 Workability of Fresh Concrete -- 10.5.2 Compressive Strength of Concrete -- 10.5.3 Compressive Strength of Mortar -- 10.6 Conclusions -- References -- Chapter 11: Utilization of Industrial Waste in Normal Concrete: A Review -- 11.1 Introduction -- 11.2 Fresh Property of Waste Materials -- 11.2.1 Workability of Industrial Waste -- 11.3 Mechanical Property -- 11.3.1 Effect of Waste Materials on Compressive Strength of Concrete -- 11.3.2 Effect of Waste Materials on Tensile Strength and Flexural Strength of Concrete -- 11.4 Conclusion -- References -- Chapter 12: Greenhouse Effect by Investigating an Internal Combustion Engine (IC Engine) Using Argemone Mexicana (Waste Plant) Biodiesel Blends 12.1 Introduction -- 12.2 Material and Methods -- 12.2.1 Oil Preparation Process -- 12.2.2 Biodiesel Properties -- 12.2.3 Experimental Procedure -- 12.3 Results and Discussions -- 12.3.1 Performance Analysis -- 12.3.2 Emission Analysis -- 12.4 Conclusions -- References -- Chapter 13: Fertiliser Plant Phosphogypsum:: Potential Applications in Agriculture and Road Construction -- 13.1 Introduction -- 13.2 Materials and Methodology -- 13.2.1 Experimental Materials -- 13.2.2 Experimental Methodology -- 13.3 Results and Discussion -- 13.3.1 Development of Zypmite Product -- 13.3.1.1 Advantages of Zypmite Product -- 13.3.2 Phosphogypsum as Road Construction Material -- 13.3.2.1 Neutralisation of Phosphogypsum -- 13.4 Conclusion -- Acknowledgement -- References -- Part II: Waste Utilization and Soil Stabilization -- Chapter 14: Bearing Capacity of Reinforced Soil on Varying Footing Size -- 14.1 Introduction -- 14.2 Model Footing Test -- 14.3 Model Test Results and Discussion -- 14.4 Conclusion -- References -- Chapter 15: Improvement of Properties of an Expansive Soil with Induction of Bacteria -- 15.1 Introduction -- 15.2 Experiment Investigations -- 15.2.1 Materials -- 15.2.1.1 Soil -- 15.2.1.2 Bacteria -- 15.3 Tests Conducted -- 15.3.1 Atterberg Limits -- 15.3.2 Unconfined Compression Strength Test -- 15.3.3 Soil Surface Morphology -- 15.3.4 pH Value -- 15.4 Test Results -- 15.5 Plasticity Characteristics -- 15.6 Strength -- 15.7 pH Value -- 15.8 Micro Studies -- 15.9 Conclusions -- References -- Chapter 16: Application of Treated Mixed Fruit Wastes in Soil Stabilization -- 16.1 Introduction -- 16.2 Methodology -- 16.3 Atterberg Limits -- 16.4 Conclusion -- References -- Chapter 17: Development of Flexible Pavement Cost Models for Weak Subgrade Stabilized with Fly Ash and Lime -- 17.1 Introduction -- 17.2 Methodology -- 17.2.1 Fly Ash 17.2.2 Use of Lime -- 17.2.3 SPSS and Cost Modeling -- 17.3 Specifications of IRC -- 17.3.1 Subgrade Soil -- 17.3.2 Liquid Limit -- 17.3.3 Plasticity Index -- 17.3.4 Density Requirement -- 17.3.5 CBR -- 17.4 Economic Analysis -- 17.5 Discussion and Conclusion -- References -- Chapter 18: Use of Fly Ash and Lime for Attainment of CN Properties in a Swelling Soil -- 18.1 Introduction -- 18.2 Experimental Work -- 18.2.1 Methods Adopted -- 18.3 Tests Results and Discussion -- 18.4 Liquid Limit -- 18.5 Compressive Strength -- 18.6 Swelling Pressure @ OMC -- 18.7 Compression Index @ OMC -- 18.8 Compression Index @ LL -- 18.9 Conclusions -- References -- Chapter 19: Interface Shear Strengths between Bagasse Ash and Geogrid -- 19.1 Introduction -- 19.2 Testing Materials -- 19.2.1 Bagasse Ash -- 19.3 Geogrid -- 19.4 Testing Methods -- 19.5 Results and Discussion -- 19.5.1 Direct Shear Test Results -- 19.6 Interface Shear Test Results -- 19.7 Friction Efficiency Factors (EФ) -- 19.8 Conclusion -- Acknowledgment -- References -- Part III: Sustainable Green Concrete -- Chapter 20: Experimental Investigation on Geopolymer Concrete with Low-Density Aggregate -- 20.1 Introduction -- 20.2 Materials and Method -- 20.2.1 Fly Ash -- 20.2.2 Fine Aggregates -- 20.2.3 Coarse Aggregate -- 20.2.4 Low-Density Aggregate -- 20.3 Alkaline Solutions -- 20.4 Mixing, Casting and Curing -- 20.5 Result and Discussion -- 20.5.1 Workability -- 20.5.2 Density ( ρ) -- 20.5.3 Compressive Strength (CS) -- 20.5.4 Split Tensile Strength -- 20.5.5 Flexural Strength -- 20.6 Conclusion -- References -- Chapter 21: Strength Development in Ferrochrome Ash-Based Geopolymer Concrete -- 21.1 Introduction -- 21.2 Materials and Methods -- 21.2.1 Materials -- 21.2.2 Methods of Manufacturing Geopolymer Concrete -- 21.3 Results and Discussions -- 21.3.1 Workability -- 21.4 Compressive Strength 21.4.1 Effect of Source Materials and Extra Water |
| title | Circular economy in the construction industry |
| title_auth | Circular economy in the construction industry |
| title_exact_search | Circular economy in the construction industry |
| title_full | Circular economy in the construction industry edited by Sadhan Kumar Ghosh, Sannidhya Kumar Ghosh, Benu Gopal Mohapatra, Ronald L. Mersky |
| title_fullStr | Circular economy in the construction industry edited by Sadhan Kumar Ghosh, Sannidhya Kumar Ghosh, Benu Gopal Mohapatra, Ronald L. Mersky |
| title_full_unstemmed | Circular economy in the construction industry edited by Sadhan Kumar Ghosh, Sannidhya Kumar Ghosh, Benu Gopal Mohapatra, Ronald L. Mersky |
| title_short | Circular economy in the construction industry |
| title_sort | circular economy in the construction industry |
| work_keys_str_mv | AT ghoshsadhankumar circulareconomyintheconstructionindustry AT ghoshsannidhyakumar circulareconomyintheconstructionindustry AT mohapatrabenugopal circulareconomyintheconstructionindustry AT merskyronald circulareconomyintheconstructionindustry |