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[RILEM Bookseries] Calcined Clays for Sustainable Concrete Volume 25 (Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete) ||

معرفی کتاب «[RILEM Bookseries] Calcined Clays for Sustainable Concrete Volume 25 (Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete) ||» نوشتهٔ Shashank Bishnoi (editor)، منتشرشده توسط نشر Springer Singapore در سال 2020. این کتاب در فرمت pdf، زبان انگلیسی ارائه شده است.

Contents RILEM Publications About the Editor The Experience of Cuba TRC on the Survey of Kaolinitic Clay Deposits as Source of SCMs—Main Outcomes and Learned Lessons 1 Introduction 2 Discussion 2.1 Kaolin and Kaolinitic Clays 2.2 Geological Survey of Kaolinitic Clays 2.3 Identification of Criteria 3 Conclusions References Potential of Selected South African Kaolinite Clays for Clinker Replacement in Concrete 1 Introduction 2 Materials and Methods 3 Results and Discussions 3.1 G-Clay 3.2 B-Clay 4 Conclusion References Potential for Selected Kenyan Clay in Production of Limestone Calcined Clay Cement 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Methods 3 Results and Discussion 4 Conclusions References Feasibility Study for Calcined Clay Use in the Southeast USA 1 Introduction 2 Materials and Methods 2.1 Sample Collection and Characterization 2.2 Calcination 2.3 Mortar Compressive Strength 3 Results and Discussion 3.1 Sand Content 3.2 Elemental Oxide Composition 3.3 XRD Mineralogy 3.4 Thermogravimetric Analysis 3.5 Mortar Compressive Strength 4 Conclusions References An Approach for the Evaluation of Local Raw Material Potential for Calcined Clay as SCM, Based on Geological and Mineralogical Data: Examples from German Clay Deposits 1 Introduction 2 Spatial Analysis of Clay Deposits and Selection of Clays 3 Experimental Procedure 4 Results 4.1 Chemical and Mineralogical Properties of the Raw Clays 4.2 Characterization of Calcined Clays 4.3 Reactivity 5 Conclusion References Clay Deposits from the Northeastern of Cuba: Characterization, Evaluation, and Use as a Source of Supplementary Cementitious Materials 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Characterization of Raw Materials 3.2 Preliminary Assessment Based on Chemical and Equivalent Kaolinite Content 3.3 Assessment of the Pozzolanic Reactivity of the Calcined Clays 3.4 Assessment of the Compressive Strength of Ternary Blended Cements 3.5 Assessment of the Ternary Blended Cements in the Precast Manufacture 4 Conclusions References Potential of Marine Clay for Cement Replacement and Pozzolanic Additive in Concrete 1 Introduction 2 Materials and Methodology 2.1 Materials 2.2 Test Methodologies 3 Results and Discussion 3.1 Material Characterization 3.2 Puzzolanic Effects of Calcined Marine Clay on Cement Hydration 3.3 Effect of Calcined Marine Clay on the Compressive Strength of Mortar 4 Conclusion References Evaluation of Ceramic Waste from Goa as SCM 1 Introduction 2 Experimental 3 Results and Discussion 4 Conclusion References Potential of Calcined Recycling Kaolin from Silica Sand Processing as Supplementary Cementitious Material 1 Introduction 2 Materials and Methods 3 Results 3.1 Dehydroxilation Behavior 3.2 Mineralogical Properties 3.3 Reactivity 4 Conclusion References Comparison of Brick Clays and a Kaolinitic Clay Regarding Calcination and Performance in Blended Cement Mortars 1 Introduction 2 Materials and Methods 2.1 Starting Materials 2.2 Methods 3 Results and Discussion 3.1 Transformation of the Clays Due to Calcination 3.2 Workability of the Blended Cement Mortars 3.3 Compressive Strength of the Blended Cement Mortars 4 Summary References Utilization of Clay Brick Waste Powder for Partial Replacement with Cement in Cement Mortar 1 Introduction 2 Experimental Program 2.1 Material 2.2 Particle Size Distribution 3 Result and Discussion 3.1 Thermo Gravimetric Analysis (TGA) 3.2 Heat Flow and Mass Change (%) 4 Conclusion References Qualifying of Low Grade Clay for Geopolymer Mortar: A Preliminary Assessment 1 Introduction 2 Investigations on Utilization of Low Grade Clay 2.1 Materials 2.2 Material Characterization 2.3 Geopolymer Synthesis 3 Results and Discussions 4 Conclusion References Alkaline Activation of Blended Cements with Calcined Illitic Clay Using Glass Powder Wastes 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Characterization of Materials 3.2 Calorimetry Studies 3.3 Flow and Compressive Strength 3.4 Pozzolanicity 4 Conclusions References Why Low-Grade Calcined Clays Are the Ideal for the Production of Limestone Calcined Clay Cement (LC3) 1 Introduction 2 Why Lower-Grade Clays? 3 Conclusions References The Effect of Calcite in the Raw Clay on the Pozzolanic Activity of Calcined Illite and Smectite 1 Introduction 2 Materials 3 Methods 4 Results and Discussion 4.1 Changes upon Calcination 4.2 Calcium Hydroxide Consumption 4.3 Compressive Strength of Mortars 5 Conclusions References Activated Calcined Clays as Cement Main Constituent 1 Introduction 2 Experimental Procedure 3 Results and Discussion 3.1 Calcined Clay Samples 3.2 Cements Containing Calcined Clay Samples 4 Conclusions References Simple and Reliable Quantification of Kaolinite in Clay Using an Oven and a Balance 1 Introduction 2 Materials and Methods 2.1 Clay Characterization 2.2 Novel Robust Method to Determine the Kaolinite Content of Clay 3 Results 3.1 Temperature Boundaries 3.2 Influence of Sample Mass 3.3 Influence of Sample Fineness 3.4 Protocol for the Kaolinite Content Determination 3.5 Application to Calcined Clays 4 Conclusion References Improving the Behaviour of Calcined Clay as Supplementary Cementitious Materials by a Combination of Controlled Grinding and Particle Selection 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Effect of the Incorporation of Grinding Aids in the Agglomeration of Clay During Grinding 3.2 Effect of the Incorporation of Grinding Aids on Workability and Hydration 3.3 Particle Classification of Ground Clay to Increase the Kaolinite Content 4 Conclusions References Calcined Clay: Process Impact on the Reactivity and Color 1 Introduction 2 Can I Make Calcined Clay? 3 How is the Calcination System and Process? 4 Main Remarks A Flexible Technology to Produce Gray Calcined Clays 1 Introduction 2 Experimental Study 2.1 First Run Tests 2.2 Second Run Tests 3 Industrial Plant 4 Conclusion References Research and Design of Suspension Calcining Technology and Equipment for Kaolin 1 Introduction 2 Technological Design 2.1 Raw Material Pretreatment 2.2 Suspension Burning and Cooling System 2.3 Waste Gas Treating System 3 Pilot Production 3.1 Raw Material Analysis 3.2 Fuel Analysis 3.3 Suspension Calcined Clay Analysis 4 Technical and Economical Indexes 5 Conclusions References Elements for the Design of Experimental Plant for LC3 Cement Production 1 Introduction 2 Analysis and Results 2.1 The Rotary Kiln—Sizing 2.2 Thermal Design 3 Conclusions References Effectiveness of Amphoteric PCE Superplasticizers in Calcined Clay Blended Cements 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Methods 3 Results and Discussion 3.1 Dispersing Effectiveness of Amphoteric Superplasticizers 3.2 Impact of Amphoteric Superplasticizers on Cement Hydration 4 Conclusions References Effect of Clay Mineralogy, Particle Size, and Chemical Admixtures on the Rheological Properties of CCIL and CCI/II Systems 1 Introduction 2 Materials 3 Methodology 4 Results 5 Conclusions References On the Workability of Mortar and Concrete Mixtures Containing Calcined Clay Blends 1 Introduction 2 Materials Used 3 Performance 4 Results 4.1 Slump/Spreading Behavior 4.2 Dynamic Modulus of Elasticity of Mortar Samples 4.3 Production of Precast Concrete Samples 5 Conclusions References Studying the Rheological Behavior of Limestone Calcined Clay Cement (LC3) Mixtures in the Context of Extrusion-Based 3D-Printing 1 Introduction 2 Experimental Investigation 2.1 Materials 2.2 Paste Preparation 2.3 Rheometry 3 Results and Discussion 4 Summary and Conclusions References Rheological Properties of Self-Compacting Lightweight Concrete with Metakaolin 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Experimental Methods Adopted 3 Results and Discussion 3.1 Slump Flow 3.2 L Box Ratio 3.3 T500 Time and V Funnel Tests 3.4 Rheology of SCC 3.5 Compressive Strength 4 Conclusions References Comparing the Ecoefficiency of Cements Containing Calcined Clay and Limestone Filler 1 Introduction 2 Experimental 2.1 Characterization of Anhydrous Materials 2.2 Studies on Paste 2.3 Studies on Mortar 2.4 Binder Efficiency and Environmental Indicators 3 Results and Discussions 3.1 Demand of Superplasticizer 3.2 Combined Water 3.3 Water Demand for Standard Mortars 3.4 Combined Water Fraction Index—Mechanical Performance 3.5 Carbon and Binder Intensity Indicators 4 Conclusions References Study of Concrete Made of Limestone Calcined Clay Cements (LC3) 1 Introduction 2 Materials and Methods 3 Results 4 Conclusion References Impacts Assessment of Local and Industrial LC3 in Cuban Context: Challenges and Opportunities 1 Introduction 2 Materials and Methodology 2.1 Low Carbon Cement (LC3) and the Mineral Addition LC2 2.2 Impacts Assessment, Goal and Scope 3 Results and Discussion 4 Conclusions References Service Life Modeling in Propagation Phase of Corrosion in Concrete Due to Carbonation 1 Introduction 1.1 Summary of Some Existing Models 2 Development of Corrosion Current Model 2.1 Assembly of the Model 3 Propagation Model 4 Results and Discussions from the Proposed Model 5 Conclusions References Life Cycle Assessment of LC3: Parameters and Prognoses 1 Introduction 2 Life Cycle Assessment (LCA) 2.1 LCA of Clinker 2.2 LCA of the Different Cements 2.3 Parameters Influencing the LCA of LC3 3 Conclusions References Effect of Temperature on the Hydration of White Portland Cement–Metakaolin Blends Studied by 29Si and 27Al MAS NMR 1 Introduction 2 Experimental 2.1 White Portland Cement–Metakaolin Blends 2.2 27Al and 29Si MAS NMR Spectroscopy 3 Results and Discussion 3.1 Degrees of Reaction as Function of Temperature 3.2 The C-(A)-S-H Structure as Function of Temperature 3.3 Impact of Temperature on the Aluminate Phases 4 Conclusions References The Effect of Curing Temperature on the Properties of Limestone Calcined Clay Cement (LC3) 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Degree of Reaction 3.2 Compressive Strength 3.3 Porosity 4 Conclusions References The Influence of Temperature Regime on Performance of Low Clinker Blended Cements 1 Introduction 2 Materials and Methods 2.1 Materials 3 Methods 3.1 Temperature Regimes 3.2 Mortar Compressive Strength 3.3 X-Ray Diffraction and Rietveld Analysis 3.4 Results 3.5 The Degree of Hydration (DoH) of Clinker Phases 4 Discussions References The Origin of the Increased Sulfate Demand of Blended Cements Incorporating Aluminum-Rich Supplementary Cementitious Materials 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 The Role of Sulfate in OPC 3.2 Sulfation of LC3: The Role of Specific Surface Area on Sulfate Depletion 4 Conclusions References Influence of Calcium Sulphate on Hydration of Cements Containing Calcined Clay 1 Introduction 2 Materials and Methods 3 Tests Performed on Cement 3.1 Isothermal Calorimetry on Cement Pastes 3.2 X-Ray Diffraction on Cement Pastes 4 Results and Discussions 4.1 Hydration Studies 4.2 Phase Assemblage Studies 5 Conclusions References Sulfate Optimization for CCIL Blended Systems 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Experimental Methods 3 Results and Discussion 3.1 Sulfate Optimization of OPC and IL Cements 3.2 Optimization of Clay Blended Cements 3.3 Optimization of Different Clay Mixtures 3.4 Optimum Value of Different Blended Systems 4 Conclusions References Influence of Kaolinite Content, Limestone Particle Size and Mixture Design on Early-Age Properties of Limestone Calcined Clay Cements (LC3) 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Effect of Calcined Clay Grade (Metakaolin Content) and Clinker Factor on Compressive Strength 3.2 Effect of Limestone Particle Size Compressive Strength of LC3-50 Formulations 3.3 Physical (Fine Limestone) and Chemical (Alkali Content) Strategies to Increase Strength 4 Conclusions References Evaluation of Age Strengths of Metakaolin Blend Pastes with Varying Fineness of Grind 1 Introduction 2 Experimental Method 3 Results and Discussion 3.1 Particle Size Distribution and Specific Surface Area 3.2 Age Strength Development 3.3 Grindability and Fineness Effects 4 Conclusions References The Effect of Composition of Calcined Clays and Fly Ash on Their Dissolution Behavior in Alkaline Medium and Compressive Strength of Mortars 1 Introduction 2 Materials and Methods 2.1 Materials and Mixes 2.2 Experimental Methods 3 Results and Discussion 3.1 Dissolution of Ions 3.2 Compressive Strength 4 Conclusions References The Effect of Calcite and Gibbsite Impurities in Calcined Clay on Its Reactivity 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 The Effect of Calcite Impurities on Calcined Clay Reactivity 3.2 The Effect of Gibbsite Impurities on Calcined Clay Reactivity 4 Conclusions References High Performance Illitic Clay-Based Geopolymer: Influence of the Mechanochemical Activation Duration on the Strength Development 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Characterization of the Precursor 2.3 The Protocol of Precursor Activation 2.4 The Process of Geopolymer Manufacture 2.5 Geopolymers Characterization 3 Results and Discussion 3.1 Characterization of Raw Material and Thermally Activated Precursor 3.2 Determination of the Optimal Grinding Time for Mechanochemical Activation 3.3 The Effect of L/S Ratio on the Compressive Strength of Geopolymers 4 Conclusions References Performance and Properties of Alkali-Activated Blend of Calcined Laterite and Waste Marble Powder 1 Introduction 2 Materials and Methods 3 Results 4 Conclusions References Identification and Activation of Coal Gangue and Performance of Limestone Calcined Gangue Cement 1 Background 2 Raw Materials and Experiment 2.1 Raw Materials 2.2 Experiment 3 Results and Discussion 3.1 Mineralogical Composition of Coal Gangue 3.2 Thermal Activation 3.3 Reactivity of Calcined Gangue 3.4 Performance of LC3 Materials 3.5 Micromorphology of Calcined Gangue 4 Conclusion References Activation of Early Age Strength in Fly Ash Blended Cement by Adding Limestone Calcined Clay (LC2) Pozzolan 1 Introduction 2 Materials and Methods 2.1 Materials and Mixes 2.2 Experimental Methods 3 Results and Discussion 3.1 Heat of Hydration 3.2 Compressive Strength 4 Conclusions References Density of C-A-S-H in Plain Cement and Limestone Calcined Clay Cement (LC3) 1 Introduction 2 Materials and Methods 3 Results 4 Conclusion References Microstructural Modelling of the Microstructural Development of Limestone Calcined Clay Cement 1 Introduction 2 Microstructure Simulation 2.1 Properties of Materials Used 2.2 Simulation Parameters 2.3 Simulated Microstructure 3 Results and Discussion 4 Conclusions References Hydration of Tricalcium Silicate Blended with Calcined Clay 1 Introduction 2 Materials and Methods 3 Results and Discussions 4 Conclusion References Weibull Probabilistic Analyses on Tensile Strength of Limestone Calcined Clay (LC3) and Portland Cement Pastes 1 Introduction 2 Materials and Methods 2.1 Mechanical Characterization: PLT-LVDT 2.2 Porosity Analyses 3 Results 3.1 Mechanical Characterization 3.2 Porosity Characterization 4 Conclusion References Quantifications of Cements Composed of OPC, Calcined Clay, Pozzolanes and Limestone 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 X-Ray Fluorescence Spectrometry 2.3 Powder X-Ray Diffraction 2.4 Rietveld Method 2.5 Partial Or Not Known Crystal Structure 2.6 Partial Least Square Regression 2.7 Cluster Analysis 3 Results and Discussion 3.1 PLSR Method Applied on Fly Ash/OPC Mixtures 3.2 Cluster Analysis Applied on Limestone/OPC Mixtures 3.3 Rietveld Analysis Applied on Metakaolin Sample 3.4 Comparison of Rietveld Analysis and PLSR for the Determination of Amorphous Contents 3.5 PONKCS Method Applied on Metakaolin/OPC Mixtures 4 Conclusions References Investigation on Limestone Calcined Clay Cement System 1 Introduction 2 Experimentation 3 Characterization of Materials 3.1 Raw and Calcined Clay 3.2 Limestone Calcined Clay (LC2) 3.3 Limestone Calcined Clay Cement (LC3) 3.4 Particle Size Distribution of Limestone Calcined Clay (LC2), OPC and Limestone Calcined Clay Cement (LC3) 4 Results and Discussions 4.1 Mechanical Properties Vis-à-Vis Clinker Content in Limestone Calcined Clay Cement 4.2 Performance Evaluation of Limestone Calcined Clay Cement Via-Vis OPC 4.3 Effect of Curing Under Different Mediums on Compressive Strengths of Limestone Calcined Clay Cement 5 Conclusion References Heat Generation and Thermal Properties of Limestone Calcined Clay Cement Paste 1 Introduction 2 Materials and Mix Proportions 2.1 Materials 2.2 Mix Proportions 3 Experiment Program 3.1 Isothermal Calorimetry 3.2 Specific Heat (c) 3.3 Thermal Conductivity (k) 3.4 Coefficient of Thermal Expansion (CTE) 3.5 Semi-adiabatic Temperature Test 4 Results and Discussion 4.1 Heat of Hydration of Paste Mixtures 4.2 Specific Heat (c) 4.3 Thermal Conductivity (k) 4.4 Coefficient of Thermal Expansion (CTE) 4.5 Semi-adiabatic Temperature 5 Conclusions References Study on the Efficacy of Natural Pozzolans in Cement Mortar 1 Introduction 2 Literature Review 2.1 Leonard (1991) 2.2 Al Saffar (2018) 2.3 Sabir (1996) 3 Raw Materials Used 3.1 Ordinary Portland Cement (OPC) 3.2 Fine Aggregate 3.3 Calcined Clay 4 Methodology and Result 4.1 Water Absorption Test for Cement Mortar 4.2 Sorptivity Test 4.3 Compressive Strength Experiment 4.4 Compressive Strength for Cement Mortar After 2% HCl Curing 4.5 Compressive Strength with Acetic Acid 5 Conclusion References Comparison of Strength Activity of Limestone-Calcined Clay and Class F Fly Ash 1 Introduction 2 Research Significance 3 Experimental Investigation 3.1 Materials 3.2 Mix Design and Testing Procedure 4 Experimental Results and Discussion 4.1 Characterization of Pozzolans 4.2 Fresh Property of Mortars 4.3 Compressive Strength and Pozzolanic Strength Activity Index 5 Conclusions References Limestone Calcined Clay as Potential Supplementary Cementitious Material—An Experimental Study 1 Introduction 2 Materials 2.1 Cement and Limestone Calcined Clay 2.2 Fine Aggregates 2.3 High-Range Water-Reducing Admixture (HRWRA) 3 Experimental Work 3.1 Pozzolanic Reactivity of Limestone Calcined Clay 3.2 Packing Density Studies 3.3 Rheology 3.4 Mortar Preparation 3.5 Mini-Slump Cone Test—Flowability 3.6 Fresh and Hardened Properties of Mortar 4 Results and Discussion 4.1 Pozzolanic Reactivity of Limestone Calcined Clay 4.2 Packing Density Studies 4.3 Rheology 4.4 Flowability 4.5 Fresh and Hardened Properties of Cementitious Mortar 5 Conclusions References Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay 1 Introduction 2 Experimental Program 2.1 Materials and Mix Proportion 2.2 Sample Preparation and Test Method 3 Results and Discussion 3.1 Compressive Strength 3.2 Uniaxial Tension Performance 4 Conclusions References Using Limestone Calcined Clay to Improve Tensile Performance and Greenness of High-Tensile Strength Strain-Hardening Cementitious Composites (SHCC) 1 Introduction 2 Experimental Program 2.1 Materials and Mix Proportion 2.2 Sample Preparation and Test Method 3 Results and Discussion 3.1 Compressive Strength 3.2 Uniaxial Tension Performance 4 Conclusions References Basic Creep of LC3 Paste: Links Between Properties and Microstructure 1 Introduction 1.1 The Effect of SCM on Creep 2 Experimental Method 2.1 Materials and Mix Designs 2.2 Sample Preparation and Creep Frames 2.3 Autogenous Shrinkage Measurement 2.4 Creep Modelling 3 Results 3.1 Experimental Data 3.2 Modelling Results 4 Conclusions References Study on Fresh and Harden Properties of Limestone Calcined Clay Cement (LC3) Production by Marble Stone Powder 1 Introduction 2 Materials and Methods 2.1 Test on Cement 2.2 Test on Concrete 3 Result and Discussions 4 Conclusion References Performance and Durability of High Volume Fly Ash Cementitious System Incorporating Silica Nanoparticles 1 Introduction 2 Experimental Details 2.1 Materials and Methods 2.2 Specimen Preparation for the Compressive Strength 2.3 Carbonation 2.4 Sulphate Attack 3 Results and Discussion 3.1 Setting Time of SNPs Incorporated HVFA Cement Mortar 3.2 The Effect of SNPs on Compressive Strength in HVFA Cementitious System 3.3 Carbonation Rate 3.4 Sulphate Attack 4 Conclusions References Monitoring Strength Development of Cement Substituted by Limestone Calcined Clay Using Different Piezo Configurations 1 Introduction 2 Monitoring the Strength Development of LC3 Using Different Piezo Configurations 2.1 Experimental Program 3 Results and Discussion 4 Conclusions References Bond Behavior Between Limestone Calcined Clay Cement (LC3) Concrete and Steel Rebar 1 Introduction 2 Experimental Program 2.1 Materials 2.2 Specimen Preparation and Test Method 3 Results and Discussion 3.1 Compressive Strength 3.2 Bond-Slip Behavior 4 Conclusion and Further Outlook References Evaluating the Hydration of Cement Mortar Blended with Calcined Clay Using Piezoelectric-Based Sensing Technique 1 Introduction 2 Experimental Program 2.1 Casting of Mortar Cubes for Fixing PZT Sensors 3 Results and Discussions:- 3.1 Initial and Final Setting Time Cement Mortar 3.2 Compressive Strength of Cement Mortar 3.3 Spectra of EMI Resonance 4 Conclusion References Perspectives on Durability of Blended Systems with Calcined Clay and Limestone 1 Introduction 2 Materials and Methods 3 Results 3.1 Mechanical Properties 3.2 Durability Characteristics 4 Discussion—Impact on Chloride-Induced Corrosion 5 Synergy of Limestone Calcined Clay Binder Systems 6 Conclusions References Tortuosity as a Key Parameter of Chloride Diffusion in LC3 Systems 1 Introduction 2 Materials and Methods 2.1 Materials and Sample Preparation 2.2 Mini-migration Test for Cement Pastes 2.3 Characterization of Porosity with the Formation Factor 3 Results and Discussion 3.1 Chloride Diffusion Coefficients 3.2 Characterization of the Porous Network 4 Conclusion References Chloride Resistance of Cementitious Materials Containing Calcined Clay and Limestone Powder 1 Introduction 2 Materials and Methods 2.1 Material 2.2 Details of Mix Proportions 2.3 Test Method 3 Results and Discussion 3.1 Chloride Penetration Depth of Concrete 3.2 Chloride Binding Capacity 3.3 Rapid Chloride Ion Penetration 3.4 Distribution of Total Chloride and Free Chloride 3.5 Chloride Diffusion Coefficient 4 Conclusions References Chloride-Induced Corrosion Resistance of Steel Embedded in Limestone Calcined Clay Cement Systems 1 Introduction 2 Experimental Programme 3 Results and Discussion 4 Conclusions References Influence of Carbonation on Mechanical and Transport Properties of Limestone Calcined Clay Blend Mortar Mix 1 Introduction 2 Experimental Work 2.1 Materials and Specimens 2.2 Environmental Conditions 2.3 Experiments 3 Result and Discussion 3.1 Carbonation Depth 3.2 Compressive Strength 3.3 Test for Sorption 3.4 Boiling Water Test 3.5 Thermogravimetric Analysis 3.6 Reserve Alkalinity 4 Conclusion References Durability of Concrete Containing Calcined Clays: Comparison of Illite and Low-Grade Kaolin 1 Introduction 2 Materials and Methods 2.1 Materials 2.2 Methods 3 Results and Discussion 3.1 Concrete Characterization 3.2 Sorptivity 3.3 Water Penetration 3.4 Chloride Diffusion 3.5 Natural Carbonation 4 Conclusions References Assessment of the Efficacy of Waterproofing Admixtures Using Calcined Clay and SCMs 1 Introduction 2 Experimental Methods 2.1 Integral Waterproofing Admixtures 2.2 Casting, Curing, and Conditioning 2.3 Sorptivity and Boiling Water Tests 3 Results and Discussions 3.1 Assessment of Capillary Action—Sorptivity Test 3.2 Evaluation of Pore Volume—Boiling Water Test 4 Conclusion References Corrosion Properties of Self-Compacting Lightweight Concrete Using Metakaolin 1 Introduction 2 Materials and Methods 2.1 Materials and Mix Design 2.2 Experimental Methods 3 Results and Discussions 3.1 Fresh Properties and Compressive Strength 3.2 Rapid Chloride Penetration Test (RCPT) 3.3 Alkalinity 3.4 Surface Resistivity 3.5 Corrosion Rate 4 Conclusions References Performance of Blended Cements with Limestone Filler and Illitic Calcined Clay Immediately Exposed to Sulfate Environment 1 Introduction 2 Materials and Methods 3 Results and Discussion 3.1 Mass Variation of Paste 3.2 Visual Appearance of Paste 3.3 XRD Analysis of Pastes 3.4 Expansion of Mortar 3.5 Compressive Strength 4 Conclusions References Mitigation of Alkali–Silica Reaction in Limestone Calcined Clay Cement-Based Mortar 1 Introduction 2 Materials and Mix Design 3 Experimental Programme 3.1 Compressive Strength 3.2 Accelerated Mortar Bar Test 3.3 Pore Solution Composition and pH 4 Experimental Results 4.1 Compressive Strength 4.2 Accelerated Mortar Bar Test 4.3 Pore Solution Composition and PH 5 Conclusions References Hydration and Durability of Ternary Binders Based on Metakaolin and Limestone Filler 1 Introduction 2 Materials and Procedures 2.1 Materials and Mixtures 2.2 Experimental Procedures 3 Results and Discussion 3.1 Activity Index and Hydration of Binary and Ternary Binders 3.2 Durability-Related Properties 4 Conclusion References Calcined Clay—Limestone Cements: Hydration and Mechanical Properties of Ternary Blends 1 Introduction 2 Methods and Materials 2.1 Characterization of Materials 2.2 Experimental Procedure 3 Results and Discussion 4 Conclusion References Assessment of Sorptivity and Porosity Characteristics of Self-Compacting Concrete from Blended Cements Using Calcined Clay and Fly Ash at Various Replacement Levels 1 Introduction 2 Materials and Methods 2.1 Testing of Transport Properties 2.2 Sorptivity Test 2.3 Boiling Water Test 3 Results and Discussions 3.1 Sorptivity–Capillary Water Absorption 3.2 Boiling Water Test Results 3.3 Summary 4 Conclusions References Utilization of Limestone Powder and Metakaolin as Mineral Fillers in High-Performance Self-Compacting Concrete 1 Introduction 2 Experimental Program 2.1 Materials 2.2 Proportioning of the Ingredients of the SCC Mixtures 2.3 Test Standards and Test Specimens 2.4 Casting and Curing of Specimens 3 Results and Discussion 3.1 Mechanical Properties 3.2 Durability Characteristics and Resistance Against Reinforcement Corrosion 4 Conclusions References Experimental Investigation on Strength and Durability of Concrete with Partial Replacement of Cement Using Calcined Clay 1 Introduction 1.1 Objective of Study 2 Literature Review 3 Material Study 3.1 Materials 4 Experimental Program 4.1 Casting of Specimens 5 Results 5.1 Compressive Strength 5.2 Split Tensile Strength 5.3 Acid Attack 5.4 Water Absorption Test 6 Conclusion References Study of Durability Aspects of Limestone Calcined Clay Cement Using Different Piezo Configurations 1 Introduction 2 Durability Aspects of LC3 Using Different Piezo-Configurations 2.1 Experimental Programme 3 Results and Discussion 4 Conclusion References Influence of Calcined Clay-Limestone Ratio on Properties of Concrete with Limestone Calcined Clay Cement (LC3) 1 Introduction 2 Research Design 3 Results and Discussion 3.1 Hydration, Hardening and Compressive Strength 3.2 Chloride Resistance 4 Conclusion References Volumetric Deformations at Early Age on Portland Cement Pastes with the Addition of Illitic Calcined Clay 1 Introduction 2 Materials and Methods 2.1 Materials and Mixtures 2.2 Direct Linear Deformations 2.3 Volumetric Determination of Chemical and Autogenous Shrinkage 3 Results and Discussion 3.1 Longitudinal Deformations 3.2 Volumetric Deformations. Chemical and Autogenous Shrinkage 4 Conclusions References Anomalous Early Increase in Concrete Resistivity with Calcined Clay Binders 1 Introduction 2 Materials and Methods 2.1 Materials Used in the Study 2.2 Testing Methodology 3 Results and Discussion 3.1 Compressive Strength 3.2 Surface Resistivity 3.3 Resistivity Development Characteristics 3.4 Discussion on the Resistivity of Concretes Made with LC3 Binder 3.5 Microstructure 4 Conclusion References Properties of Calcined Clay-Based Geopolymer Mortars in Presence of Alccofine Powder and Recron Fiber 1 Introduction 2 Experimental 2.1 Materials 2.2 Mix Design 2.3 Methods 3 Results and Discussions 4 Conclusions References Calcined Clays and Geopolymers for Stabilization of Loam Structures for Plaster and Bricks 1 Introduction 2 Materials Used 3 Performance 4 Results 4.1 Dynamical Modulus of Elasticity 4.2 Water Resistance 4.3 Structural Investigations 5 Conclusions References The Dissemination of the Technology “LC3” in Latin America. Challenges and Opportunities 1 Introduction 2 Challenges in the Introduction of the Technology 2.1 Identifying the Clay Deposit 2.2 Choice of the Calcination Technology 2.3 Grinding Strategy 2.4 Water Demand in Concrete 3 Applications of LC3 in the Region 4 Conclusions References What’s Old Is New Again: A Vision and Path Forward for Calcined Clay Use in the USA 1 Calcined Clay Historical Use in the USA 1.1 Early Use 1.2 Shift to by-Product SCMs 1.3 Modern Use of Calcined Clay 2 Need for Calcined Clay in the USA 3 Potential Calcined Clay Market Strategy for the USA 3.1 Material Availability 3.2 CCIL Concept 4 Conclusions References Limestone Calcined Clay Cement: Opportunities and Challenges 1 Introduction 2 Opportunities 2.1 Technical Opportunities 2.2 Commercial Opportunities 3 Challenges 3.1 Technical Challenges 3.2 Commercial Challenges 4 Conclusions References LC3 Cement Produced Using New Additives 1 Introduction 2 Experiments 2.1 Materials 2.2 Methods 3 Results and Discussion 4 Conclusion References Development of Green Additive for Cement and Concrete Industries 1 Introduction 2 Experiments 2.1 Materials 2.2 Experimental 3 Results and Discussion 4 Conclusions References Use of Kaolin Clay as a Source of Silica in MgO–SiO2 Binder 1 Introduction 2 Materials and Methodology 3 Results and Discussion 3.1 TGA 3.2 Compressive Strength 3.3 Porosity 4 Conclusions References Fresh and Hardened Properties of Pastes and Concretes with LC3 and Its Eco
دانلود کتاب [RILEM Bookseries] Calcined Clays for Sustainable Concrete Volume 25 (Proceedings of the 3rd International Conference on Calcined Clays for Sustainable Concrete) ||