Acknowledgements |
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xi | |
Author biography |
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xii | |
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xiii | |
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1 What are deep excavations? |
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1 | (4) |
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4 | (1) |
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2 How deep excavations are created |
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5 | (57) |
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2.1 Types of earth lateral support |
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6 | (16) |
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2.1.1 Driven steel sheet piling |
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6 | (1) |
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2.1.2 King posts and lagging |
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7 | (1) |
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2.1.3 Contiguous bored pile walls |
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8 | (3) |
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11 | (1) |
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12 | (5) |
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17 | (1) |
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2.1.7 Sprayed concrete and soil nails |
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18 | (1) |
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2.1.8 Selection of type of wall |
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19 | (1) |
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19 | (3) |
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2.2 Sequences of construction |
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22 | (6) |
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2.2.1 Bottom-up sequence of construction |
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22 | (3) |
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2.2.2 Top-down sequence of construction |
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25 | (2) |
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2.2.3 Hybrid sequences of construction |
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27 | (1) |
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2.2.4 Advantages and disadvantages of the methods |
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27 | (1) |
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28 | (1) |
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29 | (30) |
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2.3.2 Measurement of strength of soil |
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33 | (7) |
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40 | (1) |
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2.3.4 Coefficient of subgrade reaction |
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41 | (3) |
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44 | (1) |
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45 | (4) |
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2.3.7 Development of lateral soil pressure |
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49 | (1) |
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2.3.8 Numerical modelling |
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50 | (3) |
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53 | (2) |
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2.3.10 Soil/structure interaction |
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55 | (4) |
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59 | (3) |
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62 | (76) |
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62 | (5) |
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3.1.1 First computer programs |
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63 | (1) |
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64 | (3) |
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67 | (6) |
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3.2.1 The need to control ground water |
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67 | (1) |
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3.2.2 Joints between wall panels |
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67 | (2) |
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3.2.3 Seepage below walls |
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69 | (1) |
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3.2.4 Control of ground water seepage |
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70 | (2) |
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3.2.5 Keeping the site dry |
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72 | (1) |
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3.3 Protection of nearby buildings and utilities |
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73 | (4) |
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3.4 Monitoring during construction |
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77 | (3) |
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3.5 The Observational Method |
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80 | (2) |
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82 | (12) |
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3.6.1 Geological risks are high |
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82 | (2) |
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3.6.2 Mitigation of geological risk during planning |
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84 | (1) |
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3.6.3 Mitigation of risk by ground investigation |
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85 | (1) |
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3.6.4 Mitigation of risk during design |
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86 | (2) |
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3.6.5 Mitigation of risk in conditions of contract |
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88 | (2) |
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3.6.6 Mitigation of risk at time of tendering |
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90 | (1) |
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3.6.7 Changing practices on sharing risk |
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91 | (1) |
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3.6.8 Risk in contractual arrangements |
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92 | (1) |
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3.6.9 Mitigation of risk during construction |
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93 | (1) |
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3.7 Regulatory control of public safety |
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94 | (3) |
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97 | (8) |
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98 | (1) |
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3.8.2 Site-specific investigation |
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99 | (2) |
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101 | (1) |
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3.8.4 Select structural form |
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102 | (3) |
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105 | (19) |
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106 | (4) |
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3.9.2 Design considerations |
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110 | (2) |
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112 | (1) |
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113 | (1) |
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3.9.5 Soil to wall contact |
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113 | (1) |
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114 | (1) |
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115 | (1) |
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116 | (6) |
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122 | (1) |
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3.9.10 Tips about detailing |
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123 | (1) |
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124 | (5) |
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3.10.1 Standards and codes of practice |
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124 | (1) |
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3.10.2 Factor of safety approach |
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125 | (1) |
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3.10.3 Limit state approach |
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125 | (2) |
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3.10.4 Partial factor design |
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127 | (2) |
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129 | (3) |
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129 | (2) |
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131 | (1) |
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132 | (1) |
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3.12 Programming activities for construction |
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132 | (1) |
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132 | (6) |
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4 Contracts and construction |
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138 | (17) |
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138 | (6) |
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138 | (1) |
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139 | (2) |
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4.1.3 Contractor's all geotechnical risks contract |
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141 | (1) |
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4.1.4 Towards equitable sharing of risks |
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142 | (2) |
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4.1.5 New forms of contract |
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144 | (1) |
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144 | (7) |
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145 | (1) |
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4.2.2 Insurance and bonds |
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145 | (1) |
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4.2.3 Site security and safety |
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145 | (1) |
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146 | (1) |
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146 | (1) |
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147 | (1) |
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148 | (1) |
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148 | (1) |
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149 | (1) |
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150 | (1) |
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4.3 Claims and resolution |
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151 | (2) |
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151 | (1) |
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152 | (1) |
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153 | (2) |
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5 Current practices, problems and the future |
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155 | (83) |
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155 | (20) |
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155 | (1) |
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5.1.2 Site investigation and ground investigation |
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156 | (7) |
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163 | (1) |
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164 | (1) |
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165 | (2) |
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167 | (1) |
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167 | (2) |
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5.1.8 The devil is in the detailing |
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169 | (3) |
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172 | (2) |
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5.1.10 Resolution of disputes |
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174 | (1) |
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175 | (35) |
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175 | (4) |
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5.2.2 Classical collapses |
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179 | (4) |
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5.2.3 Collapses of deep excavations |
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183 | (17) |
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5.2.4 Ground water control |
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200 | (1) |
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5.2.5 Protection of adjacent structures |
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201 | (2) |
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5.2.6 How much rock will be encountered when excavating for diaphragm walls? |
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203 | (2) |
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5.2.7 Wrong use of computer programs |
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205 | (2) |
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207 | (1) |
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208 | (2) |
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210 | (21) |
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210 | (12) |
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5.3.2 Good projects and good planning |
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222 | (2) |
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5.3.3 Dealing with geological risk |
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224 | (7) |
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231 | (3) |
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5.4.1 More deep excavations |
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231 | (1) |
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5.4.2 Expanding technology |
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232 | (1) |
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5.4.3 Learning from previous experience |
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232 | (1) |
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5.4.4 New machines, new materials |
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233 | (1) |
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234 | (1) |
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234 | (4) |
Afterword |
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238 | (1) |
Index |
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239 | |