About the author |
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xi | |
Preface |
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xiii | |
1 Basic description, functions and selection of geosynthetics |
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1 | (50) |
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1 | (1) |
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1.2 Types of geosynthetics |
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2 | (8) |
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1.3 Basic characteristics of geosynthetics |
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10 | (1) |
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1.4 Raw materials for geosynthetics |
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11 | (5) |
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1.5 Manufacturing processes for geosynthetics |
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16 | (9) |
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1.6 Functions of geosynthetics |
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25 | (11) |
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25 | (5) |
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30 | (2) |
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32 | (1) |
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33 | (1) |
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34 | (1) |
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34 | (1) |
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35 | (1) |
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36 | (5) |
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1.8 Historical developments of geosynthetic engineering |
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41 | (1) |
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42 | (1) |
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43 | (4) |
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47 | (2) |
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Answers to selected questions |
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49 | (2) |
2 Geosynthetics properties, applications and design concepts |
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51 | (70) |
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51 | (1) |
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51 | (4) |
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52 | (1) |
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52 | (1) |
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52 | (2) |
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54 | (1) |
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2.3 Mechanical properties |
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55 | (20) |
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55 | (1) |
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56 | (10) |
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2.3.3 Survivability properties |
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66 | (4) |
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2.3.4 Soil-geosynthetic interface properties |
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70 | (5) |
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75 | (11) |
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2.4.1 Geosynthetic pore (or opening) characteristics |
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75 | (1) |
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2.4.2 Percentage open area |
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76 | (3) |
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79 | (7) |
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2.5 Endurance and degradation properties |
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86 | (11) |
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86 | (2) |
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88 | (1) |
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2.5.3 Long-term flow characteristics |
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89 | (2) |
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91 | (6) |
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2.6 Test and allowable properties |
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97 | (4) |
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2.7 Description of geosynthetics |
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101 | (1) |
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2.8 Application of geosynthetics |
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102 | (1) |
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102 | (7) |
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109 | (2) |
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111 | (5) |
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116 | (3) |
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Answers to selected questions |
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119 | (2) |
3 Geotechnical applications of geosynthetics |
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121 | (80) |
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121 | (1) |
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121 | (19) |
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121 | (5) |
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3.2.2 Analysis and design concepts |
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126 | (9) |
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3.2.3 Application guidelines |
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135 | (2) |
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137 | (3) |
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140 | (16) |
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140 | (3) |
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3.3.2 Analysis and design concepts |
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143 | (7) |
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3.3.3 Application guidelines |
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150 | (3) |
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153 | (3) |
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156 | (13) |
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156 | (2) |
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3.4.2 Analysis and design concepts |
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158 | (9) |
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3.4.3 Application guidelines |
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167 | (1) |
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167 | (2) |
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3.5 Slopes stabilization |
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169 | (20) |
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169 | (5) |
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3.5.2 Analysis and design concepts |
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174 | (5) |
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3.5.3 Application guidelines |
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179 | (7) |
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186 | (3) |
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189 | (1) |
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190 | (5) |
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195 | (4) |
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Answers to selected questions |
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199 | (2) |
4 Hydraulic and geoenvironmental applications of geosynthetics |
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201 | (90) |
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201 | (1) |
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201 | (22) |
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201 | (5) |
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4.2.2 Analysis and design concepts |
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206 | (14) |
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4.2.3 Application guidelines |
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220 | (3) |
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4.3 Slopes erosion control |
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223 | (23) |
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223 | (8) |
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4.3.2 Analysis and design concepts |
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231 | (10) |
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4.3.3 Application guidelines |
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241 | (3) |
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244 | (2) |
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4.4 Containment facilities |
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246 | (30) |
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246 | (9) |
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246 | (4) |
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4.4.1.2 Ponds, reservoirs and canals |
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250 | (1) |
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251 | (4) |
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4.4.2 Analysis and design concepts |
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255 | (15) |
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255 | (10) |
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4.4.2.2 Ponds, reservoirs and canals |
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265 | (3) |
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268 | (2) |
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4.4.3 Application guidelines |
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270 | (2) |
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272 | (4) |
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276 | (4) |
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276 | (1) |
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4.5.2 Analysis and design concepts |
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277 | (1) |
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4.5.3 Application guidelines |
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278 | (1) |
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279 | (1) |
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280 | (1) |
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281 | (5) |
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286 | (4) |
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Answers to selected questions |
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290 | (1) |
5 Transportation applications of geosynthetics |
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291 | (54) |
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291 | (1) |
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291 | (18) |
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291 | (2) |
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5.2.2 Analysis and design concepts |
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293 | (13) |
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5.2.2.1 Reinforcement function design method (RFDM) |
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293 | (9) |
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5.2.2.2 Separation function design method (SFDM) |
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302 | (3) |
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5.2.2.3 Modified California bearing ratio (CBR) design method |
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305 | (1) |
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5.2.3 Application guidelines |
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306 | (2) |
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308 | (1) |
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309 | (17) |
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309 | (9) |
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5.3.2 Analysis and design concepts |
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318 | (3) |
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5.3.3 Application guidelines |
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321 | (2) |
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323 | (3) |
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5.4 Airfield pavements and parking lots |
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326 | (1) |
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327 | (10) |
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327 | (3) |
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5.5.2 Analysis and design concepts |
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330 | (4) |
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5.5.3 Application guidelines |
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334 | (1) |
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335 | (2) |
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337 | (1) |
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338 | (4) |
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342 | (2) |
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Answers to selected questions |
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344 | (1) |
6 Mining, agricultural and aquacultural applications of geosynthetics |
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345 | (22) |
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345 | (1) |
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345 | (8) |
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6.2.1 Areas of applications and types of geosynthetics |
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345 | (3) |
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6.2.2 Basic concepts of design, construction and application guidelines |
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348 | (5) |
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6.3 Agricultural and aquacultural applications |
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353 | (3) |
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6.4 Geosynthetic deflection profiles and strain analysis |
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356 | (5) |
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361 | (1) |
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362 | (2) |
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364 | (2) |
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Answers to selected questions |
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366 | (1) |
7 Geosynthetic applications general guidelines and installation survivability requirements |
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367 | (34) |
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367 | (1) |
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7.2 Care and consideration |
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367 | (1) |
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7.3 Geosynthetic selection |
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368 | (1) |
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7.4 Identification and inspection |
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369 | (1) |
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7.5 Sampling and test methods |
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370 | (1) |
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7.6 Protection before installation |
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371 | (1) |
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372 | (1) |
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7.8 Geosynthetic installation |
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373 | (1) |
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374 | (6) |
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7.10 Cutting of geosynthetics |
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380 | (1) |
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7.11 Protection during construction and service life |
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380 | (3) |
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7.12 Damage assessment and correction |
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383 | (1) |
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384 | (1) |
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385 | (1) |
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385 | (1) |
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386 | (1) |
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7.17 Handling the refuse of geosynthetics |
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386 | (1) |
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7.18 Installation survivability requirements |
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386 | (9) |
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395 | (1) |
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396 | (2) |
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398 | (1) |
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Answers to selected questions |
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399 | (2) |
8 Quality, performance monitoring and economic evaluation |
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401 | (24) |
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401 | (1) |
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8.2 Quality and its evaluation |
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401 | (5) |
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8.3 Field performance monitoring |
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406 | (6) |
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8.4 Concepts of economic evaluation |
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412 | (2) |
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8.5 Experiences of cost analysis |
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414 | (4) |
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418 | (1) |
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419 | (3) |
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422 | (1) |
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Answers to selected questions |
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423 | (2) |
9 Fibre-reinforced soils |
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425 | (26) |
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425 | (1) |
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9.2 Basics of fibre-reinforced soil and phase concepts |
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426 | (5) |
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9.3 Behaviour of fibre-reinforced soils |
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431 | (5) |
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9.4 Basic reinforcement models |
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436 | (7) |
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436 | (1) |
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9.4.2 Gray and Ohashi model |
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437 | (1) |
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9.4.3 Mahar and Gray model |
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438 | (1) |
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9.4.4 Shukla, Sivakugan and Singh (SSS) model |
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439 | (4) |
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9.5 Field application areas and guidelines |
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443 | (2) |
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445 | (1) |
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445 | (2) |
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447 | (2) |
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Answers to selected questions |
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449 | (2) |
Subject index |
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451 | |