About the Authors |
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ix | |
Preface |
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xi | |
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1 | (1) |
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1 | (2) |
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Construction on soft soil |
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3 | (8) |
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3 | (2) |
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5 | (6) |
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7 | (1) |
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7 | (4) |
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Discussion on undrained shear strength of soft soils |
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11 | (14) |
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11 | (1) |
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Shear behavior of normally consolidated clay |
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11 | (2) |
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13 | (1) |
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Shear behavior of overconsolidated clay |
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14 | (2) |
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Laboratory testing techniques |
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16 | (4) |
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16 | (2) |
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18 | (1) |
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19 | (1) |
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Undrained strength anisotropy |
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20 | (3) |
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23 | (2) |
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Discussion on slope stability evaluation |
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25 | (32) |
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25 | (1) |
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Causes of slope instability |
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26 | (2) |
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Stability conditions for analysis |
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28 | (2) |
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Stability analysis procedures |
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30 | (5) |
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Limit equilibrium methods |
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30 | (1) |
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Strength reduction methods |
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31 | (2) |
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Limit equilibrium versus strength reduction methods |
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33 | (2) |
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Failure mechanisms for highly sensitive clays |
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35 | (14) |
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Flake type sliding of quick clay |
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37 | (3) |
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Analysis taking pore water pressures into account |
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40 | (4) |
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Mechanism of sliding in quick clay masses |
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44 | (5) |
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49 | (1) |
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49 | (2) |
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Slope stability analysis of the Doeldok embankment |
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51 | (6) |
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Evaluation of consolidation |
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57 | (14) |
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One-dimensional consolidation theory |
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57 | (1) |
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Infinitesimal strain theory |
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58 | (6) |
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60 | (2) |
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62 | (2) |
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64 | (2) |
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Infinitesimal strain versus finite strain theory |
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66 | (1) |
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Consolidation at the Doeldok site |
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66 | (4) |
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70 | (1) |
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Geotechnical characterization of the site |
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71 | (10) |
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71 | (1) |
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Soil profile and characterization |
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71 | (1) |
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Selection of parameters for design |
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72 | (9) |
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73 | (5) |
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78 | (1) |
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79 | (1) |
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Summary of soil properties |
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80 | (1) |
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Design of underwater embankment of soft soil |
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81 | (10) |
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81 | (1) |
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Geometry of the embankment |
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82 | (1) |
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83 | (4) |
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83 | (3) |
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Drained stability analysis |
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86 | (1) |
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87 | (1) |
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From Constitutive relationships |
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87 | (1) |
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From finite element program |
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88 | (1) |
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88 | (3) |
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Ground improvement by deep mixing |
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91 | (32) |
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91 | (1) |
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92 | (1) |
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Mechanism of stabilization |
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93 | (3) |
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94 | (1) |
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Stabilization with cement-like binders |
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94 | (2) |
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96 | (1) |
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Belgian experience on on-land deep mixing |
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97 | (12) |
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Properties of untreated soils on land |
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98 | (2) |
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100 | (1) |
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Lime-cement stabilization in the laboratory |
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100 | (2) |
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Lime-cement stabilization in-situ |
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102 | (5) |
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Remarks on the experience of dry deep mixing on land |
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107 | (2) |
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Deep mixing assessment on the underwater site |
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109 | (14) |
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Properties of the artificially cemented soil in the laboratory |
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110 | (6) |
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Properties of the cemented soil in the field |
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116 | (3) |
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Laboratory versus in-situ behavior |
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119 | (4) |
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Construction and monitoring of embankment |
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123 | (12) |
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123 | (1) |
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123 | (1) |
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Quality control of the embankment sand |
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124 | (4) |
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Instrumentation and monitoring |
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128 | (6) |
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Excess pore water pressure |
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129 | (4) |
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133 | (1) |
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134 | (1) |
References |
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135 | (4) |
Subject Index |
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139 | |