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1 | (26) |
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1 | (15) |
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1.2 Ground improvement techniques -- a brief introduction |
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16 | (11) |
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2 Earthworks and field compaction |
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27 | (12) |
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27 | (1) |
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2.2 General principles of compaction |
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27 | (1) |
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2.3 Laboratory compaction test |
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28 | (1) |
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29 | (6) |
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2.4.1 Smooth wheel roller |
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29 | (1) |
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2.4.2 Pneumatic tired roller |
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29 | (1) |
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30 | (1) |
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31 | (1) |
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31 | (4) |
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2.5 Field specification and control |
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35 | (4) |
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2.5.1 Sand replacement method |
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36 | (1) |
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36 | (1) |
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2.5.3 Rubber balloon method |
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36 | (2) |
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2.5.4 Nuclear density method |
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38 | (1) |
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38 | (1) |
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3 Vibro-flotation and dynamic compaction |
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39 | (32) |
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39 | (1) |
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39 | (8) |
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40 | (2) |
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3.2.2 Construction method |
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42 | (3) |
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3.2.3 Correction for column compressibility |
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45 | (1) |
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3.2.4 Correction for overburden |
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46 | (1) |
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3.3 Miscellaneous techniques |
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47 | (3) |
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47 | (1) |
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3.3.2 Mortar sand rammed column (MSRC) |
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47 | (3) |
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50 | (21) |
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50 | (4) |
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3.4.2 Construction method |
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54 | (15) |
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69 | (2) |
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4 Replacement method, stage construction, preloading and drainage |
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71 | (42) |
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4.1 Replacement method (excavation and backfilling) |
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71 | (2) |
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71 | (1) |
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4.1.2 Construction technique |
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72 | (1) |
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73 | (5) |
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4.2.1 Design and construction |
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74 | (4) |
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78 | (6) |
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79 | (1) |
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4.3.2 Design and construction |
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79 | (2) |
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81 | (3) |
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84 | (1) |
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4.3.5 Construction technique |
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84 | (1) |
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84 | (29) |
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4.4.1 Consolidation process |
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85 | (2) |
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4.4.2 Vertical drainage method |
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87 | (3) |
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4.4.3 Design of vertical drainage system |
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90 | (6) |
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4.4.4 Technique for installation of vertical drains |
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96 | (2) |
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98 | (1) |
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4.4.6 Horizontal drain installation method |
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98 | (1) |
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98 | (4) |
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4.4.8 Electro-osmosis treatment installation method |
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102 | (9) |
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111 | (2) |
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5 Fibers and geosynthetics |
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113 | (32) |
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113 | (1) |
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5.2 Fiber-reinforced soil |
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114 | (4) |
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118 | (8) |
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119 | (5) |
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124 | (1) |
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125 | (1) |
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125 | (1) |
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5.4 Geosynthetics usage in civil engineering |
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126 | (10) |
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127 | (2) |
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129 | (4) |
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133 | (1) |
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134 | (2) |
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136 | (1) |
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5.5 Use of synthetic reinforcing fabric for construction of embankments on soft ground |
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136 | (1) |
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5.6 Factors influencing design of embankment reinforced with fabrics |
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137 | (1) |
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138 | (7) |
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5.7.1 Bearing capacity failure |
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138 | (2) |
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140 | (1) |
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5.7.3 Foundation stability |
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140 | (1) |
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141 | (1) |
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141 | (4) |
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145 | (1) |
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145 | (16) |
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147 | (1) |
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6.2 General principles of additive stabilisations |
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147 | (1) |
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6.3 Types of additives used in soil stabilisation |
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147 | (8) |
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147 | (1) |
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6.3.2 Cement stabilisation |
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147 | (3) |
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150 | (1) |
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151 | (4) |
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6.4 Modified cementitious stabilising agent |
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155 | (6) |
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160 | (1) |
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7 Deep stabilisation using chemical additives |
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161 | (14) |
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161 | (1) |
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7.2 Deep mixing method (DMM) |
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161 | (3) |
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7.2.1 Shallow soil mixing (SSM) |
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162 | (1) |
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7.2.2 Cement deep mixing (CDM) system |
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162 | (2) |
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164 | (11) |
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7.3.1 The chemistry of lime treatment |
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164 | (1) |
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7.3.2 Design and calculation methods of bearing capacity of lime, lime-cement and cement columns |
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165 | (1) |
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7.3.3 Settlement prediction of lime, lime-cement and cement columns by Chai and Pongsivasathit (2010) |
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165 | (5) |
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7.3.4 Bearing capacity prediction of lime, lime-cement and cement columns |
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170 | (3) |
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173 | (2) |
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175 | (12) |
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8.1 Expanded polystyrene (EPS) |
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175 | (2) |
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8.2 Ultra-lightweight (bamboo culm-RPB) foundation |
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177 | (6) |
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178 | (5) |
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8.3 Other lightweight materials |
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183 | (4) |
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184 | (3) |
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187 | (14) |
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187 | (2) |
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9.1.1 Hydro fracture grouting |
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187 | (1) |
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9.1.2 Compaction grouting |
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187 | (1) |
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9.1.3 Permeation grouting |
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187 | (1) |
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9.1.4 Compensation grouting |
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187 | (1) |
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188 | (1) |
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9.2 Chemical and cementation grouts |
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189 | (3) |
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9.2.1 Sodium silicate system |
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190 | (1) |
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9.2.2 Silicate chloride amide system and silicate aluminate amide system |
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190 | (1) |
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190 | (1) |
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190 | (1) |
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191 | (1) |
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9.2.6 N--methylolacrylamide (NMA) |
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191 | (1) |
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191 | (1) |
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191 | (1) |
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192 | (1) |
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9.3 Decision on choosing the grout |
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192 | (9) |
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200 | (1) |
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201 | (38) |
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10.1 Ground freezing method |
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201 | (2) |
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10.2 Soil nail and micropiles |
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203 | (12) |
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10.3 Thermal precompression |
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215 | (1) |
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10.4 Alkaline-activated binders |
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215 | (8) |
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223 | (4) |
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227 | (12) |
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236 | (3) |
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11 Site investigation, instrumentation, assessment and control |
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239 | (58) |
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239 | (1) |
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239 | (21) |
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11.2.1 Stages of site investigation |
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240 | (2) |
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11.2.2 Sampling techniques |
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242 | (1) |
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11.2.3 Sampling equipment |
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243 | (12) |
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11.2.4 Site investigation report |
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255 | (5) |
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11.3 Investigation report and test methods |
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260 | (18) |
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11.3.1 Initial evaluation report |
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260 | (1) |
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11.3.2 Preliminary site investigation report |
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260 | (1) |
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11.3.3 Detailed site investigation |
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260 | (1) |
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260 | (1) |
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260 | (5) |
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11.3.6 Cone penetration test (CPT and CPTu) |
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265 | (3) |
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268 | (2) |
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270 | (1) |
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11.3.9 Plate loading test |
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271 | (2) |
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11.3.10 In situ permeability test |
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273 | (1) |
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11.3.11 Full-scale loading test |
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273 | (1) |
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274 | (1) |
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11.3.13 Geophysical method |
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274 | (4) |
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11.4 Field instrumentation |
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278 | (14) |
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279 | (1) |
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279 | (1) |
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11.4.3 Open standpipe piezometer |
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279 | (1) |
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11.4.4 Double tube hydraulic piezometer |
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279 | (1) |
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11.4.5 Pneumatic piezometer |
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279 | (3) |
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11.4.6 Vibrating wire strain gauge piezometer |
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282 | (1) |
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11.4.7 Bonded electrical resistance piezometer |
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283 | (1) |
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11.4.8 Hydrostatic lag time |
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283 | (1) |
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284 | (2) |
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11.4.10 Measurements of deformation |
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286 | (1) |
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286 | (1) |
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11.4.12 Portable deformation gauge |
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287 | (1) |
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11.4.13 Settlement markers |
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287 | (1) |
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11.4.14 Standpipe settlement gauge |
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288 | (2) |
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290 | (1) |
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11.4.16 Liquid level system |
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290 | (2) |
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292 | (1) |
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11.4.18 Soil strain gauge |
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292 | (1) |
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11.4.19 Fiber-optic sensors |
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292 | (1) |
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11.5 Choice of instruments |
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292 | (2) |
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11.6 Assessment and control |
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294 | (3) |
References |
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297 | (2) |
Index |
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299 | |