Preface |
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x | |
Reminder I |
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xiii | |
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1 | (20) |
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How to look at protections |
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2 | (4) |
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2 | (1) |
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3 | (2) |
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5 | (1) |
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How to deal with protections |
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6 | (11) |
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6 | (4) |
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10 | (2) |
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12 | (5) |
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17 | (4) |
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21 | (28) |
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22 | (1) |
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23 | (3) |
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26 | (4) |
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26 | (2) |
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28 | (2) |
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30 | (3) |
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30 | (1) |
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31 | (2) |
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Combination of wall flow and free flow |
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33 | (7) |
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33 | (1) |
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Vertical expansion (backward-facing step) |
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34 | (1) |
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Vertical constriction and expansion (sill) |
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35 | (1) |
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36 | (1) |
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Horizontal constriction and expansion (groyne) |
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37 | (1) |
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37 | (3) |
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40 | (1) |
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41 | (1) |
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42 | (7) |
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42 | (3) |
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45 | (4) |
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49 | (26) |
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50 | (1) |
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Uniform flow - horizontal bed |
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50 | (10) |
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50 | (4) |
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54 | (2) |
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56 | (1) |
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57 | (1) |
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58 | (2) |
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60 | (2) |
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62 | (9) |
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62 | (3) |
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65 | (5) |
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70 | (1) |
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71 | (2) |
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73 | (2) |
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75 | (22) |
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76 | (3) |
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Scour as sediment transport |
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76 | (2) |
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78 | (1) |
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79 | (7) |
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Scour in jets and culverts |
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79 | (1) |
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Scour around detached bodies |
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80 | (3) |
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Scour around attached bodies and in constrictions |
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83 | (3) |
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Scour with bed protection |
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86 | (10) |
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Scour development in time |
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86 | (1) |
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87 | (2) |
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Protection length and roughness |
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89 | (1) |
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90 | (1) |
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91 | (2) |
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93 | (3) |
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96 | (1) |
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97 | (26) |
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98 | (1) |
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99 | (4) |
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99 | (2) |
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101 | (2) |
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Stability of closed boundaries |
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103 | (5) |
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Impervious bottom protections |
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103 | (1) |
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Impervious slope protections |
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104 | (4) |
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Stability of open boundaries |
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108 | (6) |
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108 | (4) |
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Micro-stability of slopes |
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112 | (2) |
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Macro stability of slopes |
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114 | (4) |
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118 | (2) |
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120 | (3) |
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123 | (20) |
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124 | (2) |
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126 | (9) |
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126 | (1) |
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Geometrically closed filters |
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127 | (2) |
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Geometrically open filters |
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129 | (6) |
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135 | (5) |
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135 | (1) |
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136 | (1) |
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137 | (2) |
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139 | (1) |
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140 | (3) |
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143 | (34) |
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144 | (1) |
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145 | (7) |
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145 | (4) |
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149 | (3) |
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152 | (5) |
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152 | (3) |
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155 | (2) |
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157 | (6) |
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157 | (2) |
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159 | (3) |
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162 | (1) |
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163 | (2) |
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165 | (1) |
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166 | (11) |
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166 | (4) |
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170 | (5) |
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175 | (2) |
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Waves - Erosion and Stability |
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177 | (28) |
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178 | (2) |
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178 | (1) |
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179 | (1) |
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180 | (2) |
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Stability of loose grains |
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182 | (11) |
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Stability in non-breaking waves |
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182 | (2) |
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Stability in breaking waves |
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184 | (7) |
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191 | (1) |
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192 | (1) |
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193 | (1) |
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Stability of coherent material |
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193 | (9) |
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193 | (7) |
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200 | (2) |
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202 | (3) |
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Ships - Loads, Stability and Erosion |
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205 | (20) |
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206 | (2) |
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208 | (11) |
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208 | (2) |
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210 | (2) |
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212 | (3) |
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215 | (4) |
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219 | (2) |
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219 | (1) |
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219 | (1) |
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220 | (1) |
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221 | (1) |
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222 | (3) |
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225 | (32) |
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226 | (2) |
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228 | (12) |
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228 | (2) |
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230 | (3) |
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233 | (4) |
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237 | (1) |
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238 | (1) |
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239 | (1) |
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240 | (5) |
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240 | (1) |
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240 | (3) |
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Probabilistic approach of inspection |
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243 | (2) |
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245 | (6) |
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245 | (1) |
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245 | (1) |
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246 | (2) |
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248 | (3) |
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251 | (1) |
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Appendix: Probabilistic approach Level II |
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252 | (5) |
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257 | (28) |
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258 | (1) |
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259 | (9) |
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259 | (1) |
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259 | (3) |
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262 | (1) |
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263 | (4) |
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267 | (1) |
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267 | (1) |
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268 | (4) |
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268 | (1) |
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268 | (1) |
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269 | (1) |
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270 | (1) |
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270 | (2) |
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272 | (6) |
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272 | (4) |
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276 | (1) |
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276 | (2) |
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General aspects: revetments |
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278 | (7) |
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278 | (1) |
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279 | (2) |
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281 | (4) |
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285 | (24) |
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286 | (6) |
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286 | (1) |
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286 | (5) |
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291 | (1) |
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292 | (1) |
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292 | (1) |
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292 | (1) |
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293 | (8) |
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293 | (1) |
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294 | (3) |
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Vegetation with reinforcing mats |
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297 | (1) |
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298 | (2) |
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300 | (1) |
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301 | (8) |
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301 | (3) |
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304 | (2) |
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Grass dikes and revetments |
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306 | (3) |
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309 | (22) |
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310 | (1) |
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310 | (6) |
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310 | (1) |
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311 | (3) |
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314 | (2) |
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316 | (4) |
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316 | (1) |
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317 | (3) |
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320 | (1) |
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320 | (4) |
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320 | (4) |
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324 | (4) |
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324 | (1) |
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325 | (3) |
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328 | (3) |
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328 | (2) |
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330 | (1) |
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APPENDIX A - Material properties |
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331 | (24) |
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A.1 Block weight and size |
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331 | (1) |
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332 | (7) |
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339 | (7) |
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346 | (3) |
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A.5 Physical properties of soil |
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349 | (6) |
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355 | (26) |
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356 | (5) |
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361 | (10) |
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371 | (10) |
List of Symbols |
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381 | (8) |
References |
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389 | (6) |
Index |
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395 | (4) |
Reminder II |
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399 | |