Foreword |
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ix | |
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Debris Flows: An Intermediate Phenomenon Between Mass Wasting and Solid Transport |
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1 | (14) |
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1 | (1) |
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1 | (8) |
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The nature of slope materials |
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2 | (1) |
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3 | (1) |
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4 | (1) |
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4 | (2) |
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6 | (1) |
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6 | (1) |
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7 | (2) |
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Solid transport within a streamflow |
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9 | (4) |
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10 | (1) |
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Boundary layer of solids in movement |
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10 | (1) |
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11 | (1) |
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11 | (1) |
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12 | (1) |
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12 | (1) |
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13 | (2) |
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The Rheology of Hyperconcentrated Flows |
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15 | (24) |
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15 | (1) |
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Hyperconcentrated flow classification |
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16 | (10) |
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Main classification criteria |
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18 | (4) |
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Pierson and Costa's rheological classification |
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22 | (2) |
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Apparently fluid mixtures |
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24 | (1) |
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24 | (1) |
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Comparison between terminology used in practice and Pierson and Costa's rheological classification |
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25 | (1) |
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The rheological aspects of debris flows |
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26 | (13) |
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28 | (2) |
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30 | (1) |
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31 | (1) |
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Dilatant and pseudoplastic fluids |
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31 | (1) |
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Rheopectic and thixotropic fluids |
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32 | (1) |
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33 | (2) |
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Yield stress and effective viscosity |
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35 | (4) |
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Debris-Flow Phenomenology |
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39 | (40) |
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39 | (2) |
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Typical debris-flow environments |
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41 | (1) |
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Debris-flow characteristics |
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42 | (10) |
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Composition and grain-size |
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42 | (2) |
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44 | (1) |
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Velocity and slope angles |
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44 | (2) |
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46 | (4) |
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50 | (2) |
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Salient aspects of debris-flow phenomenology |
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52 | (5) |
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52 | (1) |
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Internal friction and cohesion |
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52 | (1) |
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53 | (2) |
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55 | (1) |
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The principle mechanisms of particle dispersion |
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56 | (1) |
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57 | (7) |
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60 | (4) |
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64 | (5) |
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Triggering and mobilisation |
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64 | (1) |
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64 | (2) |
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66 | (3) |
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The problem of saturation in debris flows |
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69 | (10) |
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70 | (2) |
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The state of water in the soil |
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72 | (7) |
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The State of the Art of Modelling Debris-Flow Triggering and Mobilisation Mechanisms |
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79 | (24) |
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79 | (7) |
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Debris-flow triggering and mobilisation mechanisms |
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80 | (1) |
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Progressive increase in the solid concentration of the surface flow |
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81 | (1) |
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The appearance of a surface flow following heavy precipitation |
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81 | (1) |
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Fluidification of a landslide |
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81 | (1) |
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82 | (2) |
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Change of state (liquefaction) of the soil |
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84 | (2) |
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Models on the mechanics of debris-flow triggering |
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86 | (14) |
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87 | (4) |
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91 | (7) |
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98 | (2) |
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100 | (3) |
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The State of the Art of Modelling Debris-Flow Dynamics of Motion |
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103 | (38) |
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103 | (2) |
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105 | (1) |
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General nature of the problem |
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106 | (2) |
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Models on the dynamics of debris flows in uniform motion |
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108 | (31) |
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108 | (1) |
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109 | (1) |
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Bagnold's dispersive model |
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110 | (6) |
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Mixed frictional--collisional regime |
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116 | (1) |
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117 | (2) |
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Takahashi's viscous model |
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119 | (2) |
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121 | (3) |
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Visco plastic-collisional regime |
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124 | (1) |
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O'Brien and Julien's quadratic model |
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124 | (4) |
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Chen's generalised viscoplastic model |
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128 | (4) |
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132 | (1) |
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Takahashi's multilayer model |
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133 | (5) |
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138 | (1) |
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139 | (2) |
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Debris-Flow Modelling: A General Outline of the Motion Problem |
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141 | (26) |
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141 | (2) |
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Debris-flow as fluid-mechanical phenomenon |
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143 | (1) |
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General outline of the problem |
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144 | (7) |
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Mass and momentum balances for homogeneous mixtures |
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144 | (3) |
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Mass and momentum balances for two-phase mixture |
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147 | (4) |
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Balance equations in uniform motion |
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151 | (2) |
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153 | (5) |
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On the dispersive stress effect |
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156 | (2) |
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Dimensionless formulation of the motion-field equations |
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158 | (5) |
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Comparisons between Newtonian and non-Newtonian flows |
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160 | (3) |
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A debris-flow classification based on dimensional analysis |
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163 | (4) |
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Debris-Flow Disaster Mitigation |
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167 | (8) |
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167 | (1) |
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168 | (2) |
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170 | (2) |
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172 | (3) |
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175 | (6) |
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175 | (1) |
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Considerations on the mechanics of solid--liquid flows |
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176 | (1) |
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Hypotheses for future progress |
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177 | (4) |
References |
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181 | (6) |
Subject index |
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187 | (6) |
Glossary |
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193 | |