| Preface |
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xxvii | |
| Authors Biographies |
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xxix | |
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xxx | |
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xxxiii | |
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1 | (84) |
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1 | (1) |
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1 | (2) |
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1.2.1 Blending Process of Raw Materials |
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1 | (1) |
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2 | (1) |
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1.2.3 Burning in a Rotary Kiln |
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2 | (1) |
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1.2.4 Grinding Using a Ball Mill |
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3 | (1) |
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1.2.5 Storage and Packing |
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3 | (1) |
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1.3 Supplementary Cementitious Materials |
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3 | (5) |
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3 | (1) |
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1.3.2 Pozzolans and Pozzolanic Reaction |
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3 | (1) |
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1.3.3 Pozzolanic Activity Index |
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4 | (1) |
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1.3.4 Pozzolanic Material |
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4 | (1) |
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1.3.5 Chemical Composition of Cement and SCMs |
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5 | (1) |
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1.3.6 Advantages of Pozzolanic Reaction |
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6 | (1) |
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1.3.7 Salient Features of Pozzolanic Materials |
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6 | (1) |
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6 | (1) |
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1.3.7.2 Ground Granulated Blast Furnace Slag |
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7 | (1) |
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7 | (1) |
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8 | (1) |
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8 | (3) |
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1.4.1 Through Solution Hydration |
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8 | (1) |
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1.4.2 Solid-State Hydration |
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8 | (3) |
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11 | (1) |
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11 | (1) |
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11 | (1) |
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12 | (1) |
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1.5.4 Compressive Strength |
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12 | (1) |
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12 | (24) |
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1.6.1 Consistency of Cement |
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12 | (1) |
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12 | (1) |
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12 | (1) |
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12 | (2) |
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14 | (1) |
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14 | (1) |
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14 | (1) |
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1.6.2 Initial and Final Setting Time |
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15 | (1) |
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15 | (1) |
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15 | (1) |
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15 | (1) |
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15 | (2) |
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17 | (1) |
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17 | (1) |
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18 | (1) |
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18 | (1) |
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18 | (1) |
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18 | (1) |
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18 | (1) |
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18 | (1) |
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18 | (2) |
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20 | (1) |
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20 | (1) |
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20 | (1) |
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1.6.4 Compressive Strength |
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20 | (1) |
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20 | (1) |
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20 | (1) |
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21 | (1) |
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21 | (1) |
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21 | (1) |
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21 | (1) |
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22 | (1) |
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23 | (1) |
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23 | (1) |
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1.6.5 Blaine's Air Permeability Test |
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23 | (1) |
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23 | (1) |
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23 | (1) |
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23 | (1) |
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23 | (1) |
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23 | (3) |
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26 | (1) |
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26 | (1) |
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27 | (1) |
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1.6.6 Strength Activity Index Test for Pozzolanic Material |
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27 | (1) |
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27 | (1) |
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27 | (1) |
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28 | (1) |
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28 | (1) |
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28 | (2) |
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Observations and Calculations |
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30 | (1) |
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30 | (1) |
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31 | (1) |
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31 | (1) |
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1.6.7 Lime Reactivity of Pozzolanic Material |
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32 | (1) |
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32 | (1) |
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32 | (1) |
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32 | (1) |
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32 | (3) |
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Observations and Calculations |
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35 | (1) |
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35 | (1) |
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35 | (1) |
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36 | (1) |
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1.7 Practice questions and answers from competitive exams |
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36 | (49) |
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83 | (2) |
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Chapter 2 Chemical Admixtures |
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85 | (22) |
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85 | (1) |
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2.2 Water-reducing agents |
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85 | (1) |
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86 | (1) |
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2.2.2 Compatibility Criteria |
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86 | (1) |
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86 | (1) |
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2.4 Air-entraining agents |
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86 | (1) |
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87 | (1) |
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2.5.1 Viscosity-Modifying Admixtures (VMAs) |
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87 | (1) |
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2.5.2 Shrinkage-Reducing Admixtures |
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87 | (1) |
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2.5.3 Corrosion Inhibitors |
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87 | (1) |
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87 | (16) |
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2.6.1 Determination of Ash Content |
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87 | (1) |
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88 | (1) |
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88 | (1) |
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88 | (1) |
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88 | (1) |
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Observations and Calculations |
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88 | (1) |
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89 | (1) |
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89 | (1) |
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89 | (1) |
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2.6.2 Determination of Dry Material Content or Solid |
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89 | (1) |
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89 | (1) |
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89 | (1) |
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90 | (1) |
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90 | (1) |
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Observations and Calculations |
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90 | (1) |
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91 | (1) |
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91 | (1) |
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91 | (1) |
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2.6.3 Determination of Chloride Content (Volumetric Method) |
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91 | (1) |
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91 | (1) |
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91 | (1) |
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Required Apparatus and Reagents |
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92 | (1) |
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Preparation and Standardisation |
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92 | (1) |
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92 | (1) |
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Observations and Calculations |
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92 | (1) |
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93 | (1) |
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93 | (1) |
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93 | (1) |
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2.6.4 Determination of PCE Charges by Acid-Base Titration |
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93 | (1) |
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93 | (1) |
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94 | (1) |
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94 | (1) |
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Observations and Calculations |
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94 | (1) |
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95 | (1) |
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95 | (1) |
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95 | (1) |
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2.6.5 Determination of Optimum Dosage of Superplasticisers by Marsh Cone Test |
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95 | (1) |
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95 | (1) |
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95 | (1) |
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96 | (1) |
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Precautions to Be Observed before Performing the Test |
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96 | (1) |
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96 | (1) |
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Observations and Calculations |
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97 | (1) |
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98 | (1) |
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98 | (1) |
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98 | (1) |
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2.6.6 Determination of Optimised Dosage of Superplasticiser by Mini-Slump Test |
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98 | (1) |
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98 | (1) |
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98 | (1) |
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99 | (1) |
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Precautions to Be Observed before Performing the Test |
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99 | (1) |
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99 | (1) |
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Observations and Calculations |
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100 | (1) |
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100 | (1) |
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100 | (1) |
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100 | (1) |
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2.6.7 Determination of Optimised Dosage of Viscosity-Modifying Admixtures |
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101 | (1) |
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101 | (1) |
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101 | (1) |
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101 | (1) |
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102 | (1) |
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102 | (1) |
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Observations and Calculations |
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102 | (1) |
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103 | (1) |
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103 | (1) |
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103 | (1) |
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2.7 Practice Questions and Answers from Competitive Exams |
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103 | (4) |
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106 | (1) |
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107 | (52) |
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107 | (1) |
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3.2 Classification based on geological origin |
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107 | (1) |
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3.3 Classification based on the size |
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108 | (1) |
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3.4 Classification based on the shape |
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109 | (1) |
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3.5 Classification based on mineralogical composition |
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110 | (1) |
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3.6 Testing of aggregates |
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110 | (3) |
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3.6.1 Sieve Analysis or Gradation Test |
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111 | (1) |
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3.6.2 Fineness Modulus (FM) |
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111 | (1) |
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111 | (1) |
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112 | (1) |
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3.6.5 Methylene Blue Test |
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112 | (1) |
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112 | (1) |
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112 | (1) |
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3.6.8 Aggregate Soundness |
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112 | (1) |
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113 | (34) |
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3.7.1 Sieve Analysis of Fine and Coarse Aggregates |
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113 | (1) |
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113 | (1) |
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113 | (1) |
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113 | (1) |
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113 | (1) |
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114 | (1) |
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Observations and Calculations |
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115 | (1) |
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115 | (1) |
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116 | (1) |
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116 | (1) |
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3.7.2 Sieve Analysis for the Determination of Particles Finer Than 75 μm by Washing |
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116 | (1) |
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116 | (1) |
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116 | (1) |
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116 | (1) |
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116 | (1) |
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117 | (1) |
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118 | (1) |
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118 | (1) |
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118 | (1) |
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118 | (1) |
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118 | (1) |
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118 | (1) |
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118 | (1) |
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119 | (1) |
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Observations and Calculations |
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119 | (1) |
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120 | (1) |
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120 | (1) |
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120 | (1) |
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121 | (1) |
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121 | (1) |
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121 | (1) |
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121 | (1) |
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121 | (1) |
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Observations and Calculations |
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121 | (2) |
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123 | (1) |
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123 | (1) |
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123 | (1) |
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3.7.5 Aggregate Crushing Value |
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123 | (1) |
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123 | (1) |
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123 | (1) |
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123 | (1) |
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124 | (1) |
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Observations and Calculations |
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125 | (1) |
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125 | (1) |
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Specifications and Limits |
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125 | (1) |
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126 | (1) |
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126 | (1) |
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3.7.6 Aggregate Impact Value |
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126 | (1) |
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126 | (1) |
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126 | (1) |
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126 | (1) |
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127 | (1) |
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128 | (1) |
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Observations and Calculations |
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129 | (1) |
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129 | (1) |
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Specifications and Limits |
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129 | (1) |
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129 | (1) |
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129 | (1) |
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3.7.7 Aggregate Abrasion Value (Los Angeles Test) |
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129 | (1) |
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129 | (1) |
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130 | (1) |
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130 | (1) |
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130 | (1) |
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130 | (2) |
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Observations and Calculations |
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132 | (1) |
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132 | (1) |
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Specifications and Limits |
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132 | (1) |
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133 | (1) |
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133 | (1) |
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3.7.8 Stripping Value of Aggregates |
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133 | (1) |
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133 | (1) |
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133 | (1) |
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133 | (1) |
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Sampling and Testing Procedure |
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134 | (1) |
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Observations and Calculations |
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134 | (1) |
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134 | (1) |
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135 | (1) |
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135 | (1) |
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3.7.9 Relative Density and Absorption of Fine Aggregates |
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135 | (1) |
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135 | (1) |
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135 | (1) |
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135 | (1) |
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Test Specimen Preparation |
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136 | (1) |
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137 | (1) |
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137 | (1) |
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Observations and Calculations |
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138 | (1) |
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138 | (1) |
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138 | (1) |
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139 | (1) |
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3.7.10 Relative Density and Absorption of Coarse Aggregates |
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139 | (1) |
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139 | (1) |
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139 | (1) |
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139 | (1) |
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Test Specimen Preparation |
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139 | (1) |
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140 | (1) |
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140 | (1) |
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Observations and Calculations |
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141 | (1) |
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142 | (1) |
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142 | (1) |
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142 | (1) |
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3.7.11 Bulking of Fine Aggregates |
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142 | (1) |
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142 | (1) |
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142 | (1) |
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143 | (1) |
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143 | (1) |
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Observations and Calculations |
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143 | (1) |
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144 | (1) |
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144 | (1) |
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144 | (1) |
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3.7.12 Bulk Density and Voids in Aggregates |
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144 | (1) |
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144 | (1) |
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144 | (1) |
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144 | (1) |
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145 | (1) |
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Observations and Calculations |
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145 | (1) |
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146 | (1) |
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146 | (1) |
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147 | (1) |
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3.8 Practice Questions and Answers from Competitive Exams |
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147 | (12) |
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157 | (2) |
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159 | (114) |
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4.1 Fresh properties of concrete |
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159 | (1) |
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159 | (1) |
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159 | (1) |
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159 | (1) |
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160 | (1) |
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4.1.2.3 Compaction Factor Test |
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160 | (1) |
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160 | (1) |
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4.2 Hardened properties of concrete |
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160 | (1) |
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4.2.1 Compressive Strength Test (IS: 516) |
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161 | (1) |
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4.2.2 Tensile Strength Test (IS: 5816) |
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161 | (1) |
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161 | (1) |
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4.3 Durability of concrete |
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161 | (1) |
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4.3.1 Corrosion of Steel in Reinforced Concrete |
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161 | (1) |
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162 | (1) |
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4.3.3 Alkali Aggregate Reaction |
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162 | (1) |
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4.3.4 Freezing and Thawing Damage |
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162 | (1) |
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162 | (1) |
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162 | (2) |
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164 | (52) |
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4.5.1 Determination of Density of Fresh Concrete |
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164 | (1) |
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164 | (1) |
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164 | (1) |
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164 | (1) |
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164 | (1) |
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165 | (1) |
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Observation and Calculations |
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166 | (1) |
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166 | (1) |
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166 | (1) |
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167 | (1) |
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4.5.2 Determination of Setting Time of Concrete by Penetration Resistance |
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167 | (1) |
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167 | (1) |
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167 | (1) |
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167 | (1) |
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Preparation of Test Specimen |
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168 | (1) |
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168 | (1) |
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Observations and Calculations |
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169 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (1) |
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170 | (1) |
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Cautions to be Observed before Performing the Test |
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171 | (1) |
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171 | (1) |
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Observations and Calculations |
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172 | (1) |
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172 | (1) |
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172 | (1) |
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172 | (1) |
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4.5.4 Compaction Factor Test |
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172 | (1) |
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172 | (1) |
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173 | (1) |
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173 | (1) |
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Precautions to Be Observed before Performing the Test |
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173 | (1) |
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173 | (2) |
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Observations and Calculations |
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175 | (1) |
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175 | (1) |
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175 | (1) |
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175 | (1) |
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4.5.5 Vee-Bee Consistency Test |
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175 | (1) |
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175 | (1) |
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176 | (1) |
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Precautions to Be Observed before Performing the Test |
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176 | (1) |
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176 | (1) |
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Observations and Calculations |
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176 | (1) |
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176 | (1) |
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176 | (1) |
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177 | (1) |
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177 | (1) |
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177 | (1) |
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177 | (1) |
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177 | (1) |
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Precautions to Be Observed before Performing the Test |
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178 | (1) |
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178 | (1) |
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Observations and Calculations |
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179 | (1) |
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179 | (1) |
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179 | (1) |
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179 | (1) |
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179 | (1) |
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179 | (1) |
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179 | (1) |
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180 | (1) |
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180 | (1) |
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Observations and Calculations |
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181 | (1) |
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181 | (1) |
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181 | (1) |
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181 | (1) |
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182 | (1) |
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182 | (1) |
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182 | (1) |
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182 | (1) |
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182 | (2) |
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Observations and Calculations |
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184 | (1) |
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184 | (1) |
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184 | (1) |
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184 | (1) |
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4.5.9 Compressive Strength |
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184 | (1) |
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184 | (1) |
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185 | (1) |
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185 | (1) |
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185 | (1) |
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185 | (1) |
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Observations and Calculations |
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186 | (1) |
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187 | (1) |
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187 | (1) |
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187 | (1) |
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4.5.10 Split Cylinder Test |
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187 | (1) |
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187 | (1) |
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187 | (1) |
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188 | (1) |
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188 | (1) |
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188 | (1) |
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Observations and Calculations |
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189 | (1) |
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189 | (1) |
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189 | (1) |
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189 | (1) |
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4.5.11 Oxygen Permeability Test |
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189 | (1) |
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190 | (1) |
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190 | (1) |
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190 | (1) |
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191 | (1) |
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191 | (2) |
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Observations and Calculations |
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193 | (1) |
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194 | (1) |
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194 | (1) |
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194 | (1) |
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194 | (1) |
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194 | (1) |
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195 | (1) |
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195 | (1) |
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195 | (1) |
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196 | (1) |
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Conditioning of Specimens |
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196 | (1) |
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196 | (2) |
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Observations and Calculations |
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198 | (3) |
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201 | (1) |
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201 | (1) |
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201 | (1) |
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4.5.13 Water Penetration Test |
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201 | (1) |
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202 | (1) |
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202 | (1) |
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202 | (1) |
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203 | (1) |
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203 | (1) |
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204 | (1) |
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4.5.14 Standard Test for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration (Rapid Chloride Penetration Test (RCPT)) |
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204 | (1) |
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204 | (1) |
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204 | (1) |
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204 | (1) |
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205 | (1) |
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Reagents, Materials and Test Cell |
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205 | (1) |
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Test Specimen Preparation and Conditioning |
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206 | (1) |
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207 | (2) |
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Observations and Calculations |
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209 | (1) |
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210 | (1) |
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210 | (1) |
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210 | (1) |
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4.5.15 Chloride Migration Coefficient from Non-steady-state Migration Experiments (Rapid Chloride Migration Test (RCMT)) |
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210 | (1) |
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211 | (1) |
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Required Apparatus and Reagents |
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211 | (1) |
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211 | (1) |
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Test Specimen Preparation and Conditioning |
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212 | (1) |
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212 | (3) |
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Observations and Calculations |
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215 | (1) |
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216 | (1) |
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216 | (1) |
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216 | (1) |
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4.6 Practice Questions and Answers from Competitive Exams |
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216 | (57) |
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272 | (1) |
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273 | (44) |
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273 | (1) |
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5.2 Chemical composition and their relevance |
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273 | (1) |
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5.3 Bricks: Manufacturing process |
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273 | (1) |
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273 | (1) |
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273 | (1) |
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5.4 Classification of bricks |
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274 | (1) |
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274 | (1) |
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275 | (1) |
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276 | (10) |
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276 | (1) |
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276 | (1) |
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5.7.3 Field Test to Assess the Quality of Bricks |
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277 | (1) |
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277 | (1) |
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277 | (1) |
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5.7.4 Compressive Strength of Bricks |
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277 | (1) |
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277 | (1) |
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278 | (1) |
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278 | (1) |
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278 | (1) |
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278 | (1) |
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Observations and Calculations |
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279 | (1) |
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279 | (1) |
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280 | (1) |
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280 | (1) |
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5.7.5 Water Absorption in Bricks |
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280 | (1) |
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280 | (1) |
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280 | (1) |
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280 | (1) |
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280 | (1) |
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281 | (1) |
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Observations and Calculations |
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281 | (1) |
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281 | (1) |
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282 | (1) |
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282 | (1) |
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5.7.6 Efflorescence in Bricks |
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282 | (1) |
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282 | (1) |
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282 | (1) |
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283 | (1) |
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283 | (1) |
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283 | (1) |
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Observations and Calculations |
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283 | (1) |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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284 | (1) |
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285 | (1) |
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285 | (1) |
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285 | (1) |
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285 | (1) |
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285 | (1) |
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5.8 Practice Questions and Answers from Competitive Exams |
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286 | (31) |
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315 | (2) |
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317 | (18) |
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317 | (1) |
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6.2 Process of manufacturing |
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317 | (1) |
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317 | (1) |
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6.2.2 Classification of lime |
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318 | (1) |
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318 | (1) |
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318 | (1) |
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6.3.2 Precautions in storage and handling lime |
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319 | (1) |
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319 | (6) |
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319 | (1) |
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319 | (1) |
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319 | (1) |
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319 | (1) |
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320 | (2) |
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322 | (1) |
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322 | (1) |
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322 | (1) |
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322 | (1) |
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322 | (1) |
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323 | (1) |
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323 | (1) |
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323 | (1) |
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Observations and Calculations |
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324 | (1) |
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324 | (1) |
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324 | (1) |
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324 | (1) |
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6.5 Practice questions and answers from competitive exams |
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325 | (10) |
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333 | (2) |
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335 | (24) |
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335 | (1) |
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7.2 Chemical composition of bitumen |
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335 | (1) |
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335 | (1) |
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7.4 Classification of bitumen based on structure |
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335 | (1) |
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7.5 Factors influencing properties of bitumen |
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335 | (1) |
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336 | (1) |
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7.6.1 Crumbed Rubber Modified Bitumen (CRMB) |
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336 | (1) |
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336 | (1) |
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336 | (1) |
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337 | (1) |
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337 | (2) |
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7.7.1 Distress in Bituminous Pavements |
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338 | (1) |
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7.8 Physical properties, chemical properties and grading of bitumen |
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339 | (1) |
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340 | (13) |
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7.9.1 Softening Point of Bitumen |
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340 | (1) |
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340 | (1) |
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341 | (1) |
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341 | (1) |
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341 | (1) |
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341 | (3) |
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344 | (1) |
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344 | (1) |
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345 | (1) |
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7.9.2 Flash and Fire Point of Bitumen |
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345 | (1) |
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345 | (1) |
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345 | (1) |
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345 | (1) |
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Pensky-Martens Closed Cup Apparatus |
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346 | (1) |
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Cleveland Open Cup Apparatus |
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347 | (1) |
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348 | (1) |
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348 | (1) |
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348 | (1) |
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7.9.3 Penetration Value of Bitumen |
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348 | (1) |
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349 | (1) |
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349 | (1) |
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349 | (1) |
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349 | (1) |
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349 | (1) |
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350 | (1) |
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350 | (1) |
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351 | (1) |
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7.9.4 Ductility Test of Bitumen |
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351 | (1) |
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351 | (1) |
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351 | (1) |
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351 | (1) |
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351 | (1) |
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352 | (1) |
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352 | (1) |
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353 | (1) |
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353 | (1) |
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7.10 Practice Questions and Answers from Competitive Exams |
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353 | (6) |
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357 | (2) |
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359 | (34) |
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359 | (1) |
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8.2 Classification of trees |
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359 | (1) |
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8.3 Macrostructure of timber |
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359 | (1) |
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359 | (1) |
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360 | (1) |
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360 | (1) |
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361 | (8) |
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8.6.1 Compression Failure of the Timber Block |
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361 | (1) |
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362 | (1) |
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362 | (1) |
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362 | (1) |
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362 | (1) |
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362 | (2) |
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364 | (1) |
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364 | (1) |
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364 | (1) |
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365 | (1) |
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8.6.2 Tensile Failure of Timber Block (Parallel to Grains) |
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365 | (1) |
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365 | (1) |
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365 | (1) |
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365 | (1) |
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365 | (1) |
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365 | (1) |
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366 | (1) |
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367 | (1) |
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367 | (1) |
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367 | (1) |
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8.6.3 Tensile Failure of Timber Block |
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367 | (1) |
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367 | (1) |
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367 | (1) |
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367 | (1) |
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368 | (1) |
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368 | (1) |
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368 | (1) |
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369 | (1) |
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369 | (1) |
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369 | (1) |
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8.7 Practice Questions and Answers from Competitive Exams |
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369 | (24) |
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392 | (1) |
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Chapter 9 Paints and Varnishes |
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393 | (12) |
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393 | (1) |
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393 | (7) |
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9.2.1 Paint and Varnishes - Pull-off Test for Adhesion |
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393 | (1) |
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393 | (1) |
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393 | (1) |
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393 | (1) |
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Pre-treatment and Coating |
|
|
394 | (1) |
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394 | (1) |
|
Observations and Calculations |
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395 | (1) |
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395 | (1) |
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396 | (1) |
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396 | (1) |
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9.2.2 Paint and Varnishes -- Determination of the Degree of Settling of Paint |
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396 | (1) |
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396 | (1) |
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396 | (1) |
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396 | (1) |
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396 | (1) |
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397 | (1) |
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397 | (1) |
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398 | (1) |
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9.2.3 Paint and Varnishes -- Measurement of Yield Stress of Paints, Inks and Related Liquid Materials |
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398 | (1) |
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398 | (1) |
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398 | (1) |
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398 | (1) |
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398 | (1) |
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399 | (1) |
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399 | (1) |
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400 | (1) |
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9.3 Practice Questions and Answers from Competitive Exams |
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|
400 | (5) |
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404 | (1) |
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405 | (14) |
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405 | (1) |
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405 | (10) |
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10.2.1 Tensile Strength of Steel |
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405 | (1) |
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405 | (1) |
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405 | (1) |
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405 | (1) |
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405 | (1) |
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406 | (1) |
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406 | (1) |
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407 | (1) |
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10.2.2 Bend and Re-bend Test for Steel |
|
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407 | (1) |
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407 | (1) |
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407 | (1) |
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407 | (1) |
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407 | (1) |
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408 | (1) |
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409 | (1) |
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409 | (1) |
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409 | (1) |
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10.2.3 Corrosion Testing of Steel Rebar |
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409 | (1) |
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409 | (1) |
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409 | (1) |
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410 | (1) |
|
Cautions to Be Observed before Performing the Test |
|
|
411 | (1) |
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411 | (2) |
|
Representation of Data and Interpretation of Results |
|
|
413 | (1) |
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414 | (1) |
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|
414 | (1) |
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414 | (1) |
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10.3 Practice Questions and Answers from Competitive Exams |
|
|
415 | (4) |
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|
416 | (3) |
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Chapter 11 Sophisticated Analytical Techniques for Investigation of Building Materials |
|
|
419 | (28) |
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11.1 Scanning Electron Microscope (SEM) |
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|
419 | (9) |
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|
419 | (1) |
|
11.1.2 Apparatus Required and Their Usage |
|
|
420 | (1) |
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421 | (1) |
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Backscattered Electrons (BSE) |
|
|
422 | (1) |
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|
422 | (1) |
|
11.1.4 Steps Involved in Sample Preparation Specific to Cement-Based Materials |
|
|
422 | (2) |
|
11.1.5 Experimentation and Interpretation of Obtained Results |
|
|
424 | (1) |
|
Elastic Scattering and Inelastic Scattering |
|
|
425 | (1) |
|
Backscattered Electron Image or Compositional Contrast or Z-Contrast |
|
|
425 | (1) |
|
Secondary Electron Image or Topographical Contrast |
|
|
426 | (2) |
|
11.2 Thermo-gravimetric analysis (TGA) |
|
|
428 | (7) |
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|
428 | (1) |
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11.2.2 Factors That Influence TGA |
|
|
429 | (1) |
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429 | (1) |
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430 | (1) |
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430 | (1) |
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11.2.3 Methods Involved in Pre-treating the Sample for TGA and Their Details Specific to Cement-Based Materials |
|
|
430 | (1) |
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11.2.4 Typically Observed TGA Data for Cementitious Materials |
|
|
431 | (1) |
|
11.2.5 Experimentation and Interpretation of Obtained Results |
|
|
431 | (4) |
|
11.3 X-ray diffraction technique (XRD) |
|
|
435 | (6) |
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435 | (2) |
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437 | (1) |
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11.3.3 Apparatus Required and Their Usage |
|
|
437 | (1) |
|
11.3.4 Steps Involved in Sample Preparation Specific to Cement-Based Materials |
|
|
438 | (2) |
|
11.3.5 Experimentation and Interpretation of Obtained Results |
|
|
440 | (1) |
|
Analysis of the X-Ray Pattern: Search-Match Procedure |
|
|
440 | (1) |
|
Caution to be Observed while Interpreting the Data from XRD |
|
|
440 | (1) |
|
11.4 Practice Questions and Answers |
|
|
441 | (6) |
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|
|
445 | (2) |
| Index |
|
447 | |