Foreword |
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xiii | |
Preface |
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xv | |
Acknowledgements |
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xix | |
Author |
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xxi | |
A historical perspective |
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xxiii | |
1 Modern geotechnical engineering design in civil engineering |
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1 | (6) |
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1 | (2) |
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1.2 Complex role of geotechnical engineers |
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3 | (2) |
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1.2.1 Traditional safety factor-based design |
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4 | (1) |
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1.2.2 Performance-based design |
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4 | (1) |
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1.3 Role of centrifuge modelling |
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5 | (2) |
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1.3.1 Use of centrifuge modelling in safety factor-based designs |
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5 | (1) |
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1.3.2 Use of centrifuge modelling in performance-based designs |
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5 | (2) |
2 Need for numerical and physical modelling |
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7 | (16) |
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7 | (1) |
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2.2 Use of numerical modelling in foundation design |
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8 | (4) |
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2.3 Need for physical modelling |
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12 | (2) |
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2.4 Benefits of centrifuge modelling |
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14 | (1) |
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2.5 Benefits of numerical modelling |
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15 | (1) |
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2.6 Complementarity of centrifuge modelling and numerical modelling |
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16 | (5) |
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2.6.1 Comparison of centrifuge data with results from FE analysis |
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18 | (1) |
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2.6.2 Deformed shape and horizontal stresses |
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19 | (2) |
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21 | (2) |
3 Uniform circular motion |
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23 | (10) |
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23 | (1) |
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3.2 Uniform circular motion |
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24 | (2) |
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3.3 Basic definitions: centripetal and centrifugal forces |
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26 | (1) |
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3.4 Use of polar coordinates in uniform circular motion |
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27 | (3) |
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3.5 Coriolis force and Euler force |
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30 | (1) |
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31 | (2) |
4 Principles of centrifuge modelling |
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33 | (20) |
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4.1 Introduction to centrifuge modelling |
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33 | (1) |
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4.2 Principles of centrifuge modelling |
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34 | (3) |
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4.3 Concepts of a field structure, prototype and the centrifuge model |
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37 | (2) |
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4.4 Scaling laws in centrifuge modelling |
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39 | (8) |
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4.4.1 Derivation of simple scaling laws |
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39 | (1) |
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4.4.2 Scaling law for time of consolidation |
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40 | (3) |
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4.4.3 Scaling law for seepage velocity |
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43 | (1) |
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4.4.4 Force, work and energy |
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44 | (3) |
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47 | (3) |
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4.5.1 Centrifuge testing of shallow foundations |
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48 | (1) |
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49 | (1) |
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50 | (1) |
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50 | (3) |
5 Geotechnical centrifuges: Some design considerations |
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53 | (16) |
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5.1 Introduction to geotechnical centrifuges |
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53 | (1) |
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54 | (8) |
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5.2.1 Examples of beam centrifuges |
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55 | (4) |
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5.2.1.1 The Turner beam centrifuge at Cambridge |
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55 | (1) |
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5.2.1.2 The University of California, Davis, centrifuge |
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56 | (2) |
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5.2.1.3 U.S. Army Corps of Engineers centrifuge |
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58 | (1) |
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5.2.1.4 National Geotechnical Centrifuge Facility at Indian Institute of Technology, Bombay |
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58 | (1) |
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59 | (3) |
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62 | (6) |
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5.3.1 Examples of drum centrifuges |
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62 | (5) |
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5.3.1.1 Two-meter diameter drum centrifuge at Cambridge |
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62 | (1) |
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5.3.1.2 Cambridge mini-drum centrifuge |
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63 | (3) |
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5.3.1.3 Drum centrifuge at ETH Zurich |
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66 | (1) |
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5.3.1.4 Drum centrifuge at the University of Western Australia |
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66 | (1) |
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5.3.2 Classes of experiments suitable for drum centrifuges |
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67 | (1) |
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68 | (1) |
6 Errors and limitations in centrifuge modelling |
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69 | (16) |
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69 | (1) |
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6.2 Variation in gravity field |
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69 | (5) |
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74 | (3) |
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6.4 Particle size effects |
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77 | (1) |
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78 | (1) |
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6.6 Coriolis accelerations |
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79 | (4) |
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83 | (2) |
7 Centrifuge equipment |
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85 | (26) |
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85 | (5) |
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7.1.1 Containers for one-dimensional models |
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86 | (1) |
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7.1.2 Containers for two-dimensional plane strain models |
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87 | (1) |
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7.1.3 Containers for three-dimensional models |
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88 | (2) |
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7.2 Model preparation techniques |
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90 | (9) |
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7.2.1 Air pluviation of sand samples |
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90 | (3) |
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7.2.2 Saturation of sand models |
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93 | (1) |
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7.2.3 Consolidation of clay samples |
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94 | (3) |
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7.2.4 Downward hydraulic gradient method of consolidation |
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97 | (2) |
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99 | (2) |
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7.3.1 One-dimensional actuator |
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99 | (1) |
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7.3.2 Multi-axis actuators |
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99 | (2) |
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7.4 In-flight soil characterization techniques |
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101 | (9) |
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7.4.1 Miniature cone penetrometer |
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102 | (1) |
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103 | (1) |
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7.4.3 Seismic cone penetrometer |
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104 | (2) |
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106 | (4) |
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110 | (1) |
8 Centrifuge instrumentation |
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111 | (20) |
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111 | (1) |
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112 | (11) |
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8.2.1 Pore pressure measurement |
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112 | (2) |
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8.2.2 Displacement measurement |
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114 | (2) |
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8.2.3 Acceleration measurement |
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116 | (2) |
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8.2.4 Force/load measurement |
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118 | (1) |
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8.2.5 Bending moment and shear force measurement |
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119 | (2) |
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121 | (1) |
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8.2.7 Earth pressure measurement |
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121 | (2) |
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8.3 Deformation measurement |
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123 | (7) |
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123 | (2) |
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8.3.2 Particle image velocimetry |
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125 | (5) |
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130 | (1) |
9 Centrifuge data acquisition systems |
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131 | (26) |
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131 | (1) |
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9.2 Analog to digital conversion |
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132 | (1) |
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9.3 Fundamentals of digital data logging |
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133 | (3) |
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134 | (1) |
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134 | (1) |
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135 | (1) |
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136 | (1) |
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9.5 Time and frequency domains |
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137 | (4) |
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9.6 Signal-to-noise ratio |
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141 | (1) |
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9.7 Aliasing and Nyquist frequency |
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142 | (3) |
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142 | (1) |
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143 | (2) |
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145 | (9) |
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145 | (2) |
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147 | (47) |
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9.8.2.1 Smoothing functions |
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148 | (1) |
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9.8.2.2 Turning frequency and 3-dB point |
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149 | (1) |
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9.8.2.3 Higher-order digital filters |
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150 | (4) |
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154 | (1) |
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155 | (2) |
10 Shallow foundations |
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157 | (16) |
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157 | (1) |
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10.2 Bearing capacity of shallow foundations |
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158 | (2) |
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10.3 Modelling of a shallow foundation in a laboratory |
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160 | (3) |
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10.4 Centrifuge modelling of shallow foundations |
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163 | (5) |
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168 | (4) |
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172 | (1) |
11 Retaining walls |
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173 | (16) |
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173 | (1) |
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11.2 Retaining wall models at laboratory scale |
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174 | (2) |
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11.3 Simulating retaining walls in a centrifuge |
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176 | (2) |
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11.4 Centrifuge testing of cantilever retaining walls |
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178 | (3) |
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11.5 Anchored retaining walls |
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181 | (1) |
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11.6 Centrifuge testing of L-shaped walls |
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181 | (4) |
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11.7 Centrifuge modelling of propped walls |
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185 | (2) |
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187 | (2) |
12 Pile foundations |
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189 | (18) |
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189 | (2) |
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12.2 Laboratory testing of pile foundations |
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191 | (3) |
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12.3 Centrifuge modelling of pile foundations |
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194 | (2) |
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12.3.1 Wished-in-place piles |
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195 | (1) |
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12.3.2 Piles driven in-flight |
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196 | (1) |
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12.4 Centrifuge modelling of pile installation |
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196 | (2) |
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12.5 Centrifuge modelling of laterally loaded piles |
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198 | (2) |
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12.6 Centrifuge modelling of tension piles |
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200 | (1) |
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12.7 Negative skin friction in piles |
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201 | (1) |
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12.8 Large-diameter monopiles |
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202 | (3) |
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205 | (2) |
13 Modelling the construction sequences |
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207 | (22) |
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13.1 Advanced centrifuge modelling |
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207 | (1) |
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13.2 Construction sequence modelling |
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208 | (1) |
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13.3 Modelling of staged excavations in front of a retaining wall |
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209 | (3) |
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13.4 Modelling the interaction between a retaining wall and a building |
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212 | (2) |
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13.5 Influence of diaphragm walls on a pile foundation |
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214 | (3) |
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13.6 Modelling of propped retaining wall |
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217 | (3) |
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13.7 Tunneling below an existing pile foundation |
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220 | (2) |
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13.8 Tunneling below existing pipelines |
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222 | (3) |
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13.9 Tunneling below a masonry structure |
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225 | (2) |
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227 | (2) |
14 Dynamic centrifuge modelling |
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229 | (46) |
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14.1 Modelling of dynamic events |
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229 | (1) |
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14.2 Dynamic scaling laws |
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230 | (3) |
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14.2.1 Scaling law for frequency |
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232 | (1) |
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14.2.2 Scaling law for velocity |
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232 | (1) |
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14.2.3 Scaling law for time |
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232 | (1) |
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14.3 Discrepancies between general and dynamic scaling laws |
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233 | (4) |
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14.3.1 Use of viscous pore fluid |
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234 | (1) |
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14.3.2 Change of soil permeability |
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235 | (2) |
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14.4 Earthquake simulation in centrifuges |
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237 | (12) |
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14.4.1 Mechanical earthquake actuators |
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237 | (3) |
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14.4.2 Servo-hydraulic earthquake actuators |
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240 | (5) |
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245 | (4) |
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14.5 Saturation of centrifuge models |
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249 | (4) |
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14.6 Centrifuge modelling of the dynamic soil-structure interaction problems |
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253 | (5) |
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14.6.1 Tower-soil interaction |
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253 | (1) |
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14.6.2 Tunnel-soil interaction |
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254 | (3) |
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14.6.3 Rocking of shallow foundations |
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257 | (1) |
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14.7 Centrifuge modelling of liquefaction problems |
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258 | (15) |
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14.7.1 Piles passing through liquefiable soils |
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259 | (5) |
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14.7.2 Nuclear reactor building interaction with soil |
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264 | (2) |
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14.7.3 Floatation of tunnels |
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266 | (4) |
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14.7.4 Vertical drains to protect against liquefaction |
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270 | (2) |
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14.7.5 Propped retaining walls |
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272 | (1) |
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273 | (2) |
References |
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275 | (10) |
Subject Index |
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285 | |