| Preface |
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ix | |
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Chapter 1 Consideration of Seasonal Temperature Changes in the French Pavement Design Method |
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1 | (56) |
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2 | (4) |
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1.2 The experimental road structures |
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6 | (12) |
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1.2.1 The A63 highway (Bordeaux, France) |
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9 | (2) |
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1.2.2 The A75 highway (Saint-Chely-dApcher, France) |
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11 | (3) |
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1.2.3 Laval University Experimental Road Site (SERUL) (Montmorency forest, Canada) |
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14 | (4) |
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1.3 The French pavement design method |
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18 | (7) |
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1.3.1 Structural calculation: design criteria |
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18 | (4) |
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1.3.2 Principle for calculating the equivalent temperature of bituminous materials |
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22 | (3) |
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1.4 Incremental method for calculating the equivalent temperature using the "Alize-LCPC Recherche" software |
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25 | (10) |
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1.5 Results and discussion |
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35 | (3) |
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1.5.1 A63 Highway: effects of the time intervals, the law of thermal susceptibility eeCQ), and the calculation year on equivalent temperature |
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35 | (3) |
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1.5.2 A75 Highway: effects of the type of structure, the type of climate, the width of vertical discretization of measured temperatures, and the calculation year (2004-2012) on equivalent temperature |
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38 | (14) |
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1.5.3 SERUL: effects of the daily distribution of traffic and thermal susceptibility ε6(θ) on equivalent temperature |
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41 | (9) |
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1.5.4 Consequences for the design of bituminous pavements |
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50 | (2) |
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52 | (1) |
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52 | (1) |
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52 | (5) |
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Chapter 2 Study of the Behavior of Offshore Wind Turbine Monopiles under Monotonic and Cyclic Lateral Loading |
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57 | (28) |
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58 | (4) |
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2.2 Behavior of natural clays |
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62 | (5) |
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2.2.1 Cyclic constitutive law |
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62 | (3) |
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2.2.2 Calibration of the constitutive law |
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65 | (2) |
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2.3 Pile under lateral loading |
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67 | (13) |
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2.3.1 Two-dimensional modeling |
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67 | (4) |
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71 | (5) |
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76 | (4) |
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80 | (1) |
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81 | (4) |
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Chapter 3 Carbonation of Concrete in a Climate Change Context |
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85 | (20) |
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86 | (1) |
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3.2 The climate in 200 years according to the IPCC |
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87 | (6) |
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3.3 How to analyze the risks related to excessive CO2 |
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93 | (6) |
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3.3.1 The actions of CO2 in concrete |
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93 | (3) |
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3.3.2 Examples of testing on common concretes |
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96 | (3) |
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3.4 Influence of concrete mixture on carbonation |
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99 | (2) |
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3.4.1 Analysis of ordinary concrete |
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99 | (1) |
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3.4.2 The effect of recycled aggregates on the carbonation of concrete |
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100 | (1) |
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101 | (1) |
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102 | (3) |
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Chapter 4 A Method for Estimating Suffusion Susceptibility of a Compacted Dam Core from Construction Data |
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105 | (42) |
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106 | (3) |
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4.2 Description of the method |
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109 | (8) |
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4.2.1 Estimation of the suffusion susceptibility |
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109 | (4) |
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4.2.2 Estimation of the hydraulic conductivity |
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113 | (2) |
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4.2.3 Estimation of the suffusion potential at the scale of a structure |
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115 | (2) |
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4.3 Application to an existing structure |
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117 | (22) |
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4.3.1 Description of the dam |
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117 | (4) |
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4.3.2 Estimate of the suffusion resistance index Ia |
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121 | (8) |
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4.3.3 Estimating hydraulic conductivity |
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129 | (6) |
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4.3.4 Estimation of the relative suffusion potential |
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135 | (4) |
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139 | (2) |
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141 | (1) |
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141 | (6) |
| List of Authors |
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147 | (4) |
| Index |
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151 | |
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