Foreword |
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vii | |
Preface |
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ix | |
Introduction |
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xi | |
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Chapter 1 Serial Implementation |
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1 | (52) |
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1 | (7) |
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2 | (3) |
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5 | (3) |
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8 | (6) |
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1.2.1 Simplified grid cell method |
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8 | (2) |
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1.2.2 Particle-to-particle contact |
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10 | (2) |
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1.2.3 Wall-to-particle contact |
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12 | (2) |
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14 | (7) |
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1.3.1 Particle-to-particle constitutive model |
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14 | (5) |
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1.3.2 Wall-to-particle constitutive model |
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19 | (2) |
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1.4 Time step, damping and energy calculation |
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21 | (2) |
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23 | (29) |
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1.5.1 Falling ball under gravity |
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23 | (2) |
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25 | (3) |
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1.5.3 Elastic deformation of normal spring under tension |
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28 | (1) |
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1.5.4 Elastic deformation of spring under shear |
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29 | (3) |
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1.5.5 Failure of normal spring under tension |
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32 | (2) |
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1.5.6 Failure of shear spring under shear |
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34 | (2) |
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36 | (3) |
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39 | (4) |
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43 | (2) |
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1.5.10 Sliding particle with rolling |
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45 | (3) |
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48 | (1) |
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49 | (3) |
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52 | (1) |
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Chapter 2 Multi-core Implementation |
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53 | (32) |
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2.1 Multi-core personal computer |
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53 | (2) |
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2.2 Multi-core implementation using MATLAB |
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55 | (2) |
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57 | (3) |
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2.4 Parallel implementation |
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60 | (4) |
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64 | (19) |
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2.5.1 Uniaxial compression test |
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64 | (4) |
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68 | (6) |
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2.5.3 Collapse of a granular tree under gravity |
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74 | (3) |
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77 | (6) |
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83 | (2) |
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Chapter 3 GPU Implementation |
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85 | (28) |
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3.1 Graphics processing unit computing |
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85 | (1) |
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3.2 GPU implementation of DICE2D |
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86 | (6) |
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92 | (19) |
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3.3.1 Uniaxial tension test |
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92 | (9) |
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3.3.2 Brazilian disk test |
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101 | (4) |
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3.3.3 Uniaxial compressive strength test |
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105 | (2) |
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3.3.4 Triaxial compressive test |
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107 | (4) |
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111 | (2) |
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Chapter 4 DICE2D and Cluster |
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113 | (24) |
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114 | (1) |
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4.2 Run DICE2D on cluster |
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115 | (2) |
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117 | (19) |
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4.3.1 Collapse of trees under gravity |
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117 | (1) |
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118 | (4) |
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4.3.3 Slope stability analysis |
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122 | (8) |
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4.3.4 Interaction between ground structure and underground structure |
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130 | (6) |
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136 | (1) |
Bibliography |
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137 | (6) |
Index |
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143 | |