Preface |
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vii | |
Authors |
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x | |
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Chapter 1 Composite Ash-Containing Cements and Effective Concrete Based on Them |
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1 | (60) |
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1.1 Fly Ash---An Active Filler of Cement Systems |
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1 | (6) |
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1.2 Pozzolanic Activity, Hydration Feature, and Rheological Properties of Cement-Ash Pastes with Additives Modifiers |
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7 | (7) |
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1.2.1 Pozzolanic Activity |
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7 | (2) |
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1.2.2 Features of Hydration |
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9 | (2) |
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1.2.3 Rheological Properties |
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11 | (3) |
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1.3 Structure Formation and Phase Composition of Ash-Containing Composite Concrete |
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14 | (8) |
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1.3.1 The Initial Structure Formation |
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14 | (4) |
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1.3.2 Phase Composition and Porosity of Cement Stone |
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18 | (4) |
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1.4 Construction and Technical Properties of Modified Ash Composite Cements and Mortars Based on Them |
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22 | (18) |
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1.4.1 Material Composition |
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22 | (2) |
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1.4.2 Properties of Mortar Mixtures |
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24 | (9) |
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1.4.3 Strength Indices of Ash-Containing Composite Cements |
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33 | (4) |
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1.4.4 The Adhesive Properties of Mortars Based on Ash Containing CC |
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37 | (3) |
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1.5 High-Tech Concretes Based on Ash-Containing Composite Cement |
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40 | (21) |
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1.5.1 Properties of Concrete Mixtures |
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40 | (4) |
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1.5.2 The Strength of Concrete |
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44 | (8) |
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1.5.3 Deforming Properties |
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52 | (2) |
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54 | (1) |
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1.5.5 Water Impermeability |
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55 | (1) |
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56 | (1) |
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1.5.7 Designing Compositions of High-Tech Concrete |
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57 | (1) |
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1.5.8 Example of Calculating the Composition of Concrete Type HPC |
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58 | (3) |
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Chapter 2 Activated Low Clinker Slag Portland Cement and Concrete on Its Basis |
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61 | (66) |
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2.1 Activation of Slag Binders |
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61 | (21) |
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2.1.1 Methods for Activating Slag Binders |
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61 | (3) |
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2.1.2 Activation of the Low Clinker Slag Portland Cement (LSC) |
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64 | (8) |
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2.1.3 Integrated Methods of Activation of LSC |
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72 | (5) |
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2.1.4 Features of Hydration and Structure Formation of the LSC |
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77 | (5) |
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2.2 Normal-Weight Concretes Based on Activated LSC |
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82 | (16) |
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2.2.1 Calculation Example |
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89 | (3) |
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92 | (4) |
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2.2.3 Vibropressed Sawdust Concrete |
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96 | (2) |
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2.3 Fiber-Rein forced Concrete Based on Activated LSC |
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98 | (8) |
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2.3.1 Fiber Concrete at LSC |
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98 | (5) |
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2.3.2 Calculation Example |
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103 | (3) |
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2.4 Frost Resistance of Concrete and Fiber-Reinforced Concrete and Corrosion Resistance in Concrete at LSC |
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106 | (8) |
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2.4.1 Frost Resistance of Concrete and Fiber-Reinforced Concrete Made Based on LSC |
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106 | (2) |
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2.4.2 Corrosion Resistance in Concrete at LSC |
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108 | (6) |
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2.5 Dry Building Mixes and Mortars Based on Activated LSC |
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114 | (13) |
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2.5.1 Dry Mixes for Masonry Mortars |
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114 | (4) |
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2.5.2 Calculation Example |
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118 | (3) |
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2.5.3 Dry Mixes for Porous Masonry Mortars |
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121 | (1) |
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2.5.4 Dry Mixes for Self-leveling Floors |
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122 | (5) |
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Chapter 3 Dry Construction Mixtures and Mortars Based on Them Using the Dust of Clinker-Burning Furnaces |
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127 | (46) |
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3.1 Clinker Kiln Dust Is an Active Component of Cementitious Systems |
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127 | (4) |
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3.2 Rheological and Structural-Mechanical Properties of Water Pastes of Dust-Slag-Superplasticizer and Dust-Slag-Cement-Superplasticizer Systems |
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131 | (15) |
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3.3 Technological Parameters of Obtaining Composite Cement-Dust-Slag Binders of Low Water Demand |
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146 | (10) |
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3.4 Dry Mixes and Mortars Based on Dust Slag Binders |
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156 | (17) |
References |
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173 | (8) |
Index |
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181 | |