BS 6349-2:2019 – TC:2020 Edition
$280.87
Tracked Changes. Maritime works – Code of practice for the design of quay walls, jetties and dolphins
| Published By | Publication Date | Number of Pages |
| BSI | 2020 | 0 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 255 | Foreword |
| 258 | 1 Scope 2 Normative references |
| 259 | 3 Terms, definitions and symbols |
| 262 | 4 General design of quay walls, jetties and dolphins 4.1 General |
| 267 | 4.2 Design situations |
| 268 | 4.3 Actions |
| 271 | 4.4 Deflection control and deformations |
| 272 | Table 1 — Operational deflection limits for maritime structures other than flexible dolphins 4.5 Choice of structure |
| 275 | 4.6 Construction tolerances |
| 277 | 4.7 Environmental impact 4.8 Control of external water effects |
| 278 | 4.9 Specific recommendations for quay walls |
| 281 | 4.10 Durability |
| 282 | 4.11 Services and equipment |
| 284 | Figure 1 — Examples of crane rail foundation arrangements |
| 285 | 5 Embedded retaining walls 5.1 General 5.2 Suitability of embedded retaining wall structures |
| 286 | 5.3 Materials for embedded retaining walls |
| 288 | Figure 2 — Soldier‑piled wall: typical cross‑section 5.4 Bending resistance of wall |
| 289 | 5.5 Effects of actions on embedded retaining walls |
| 292 | 5.6 Design of embedded retaining wall structures |
| 293 | Figure 3 — Examples of anchored embedded retaining wall structures |
| 295 | Figure 4 — Effects of flexibility of single-anchored or propped and cantilever embedded walls on earth pressure and resistance |
| 296 | Figure 5 — Location of anchorages in relation to failure planes in retained fill |
| 297 | Figure 6 — Cantilevered embedded retaining wall structure |
| 298 | Figure 7 — Distribution of active earth pressure and passive earth pressures on cantilevered embedded retaining wall structures |
| 299 | Figure 8 — Embedded retaining walls with relieving platform |
| 300 | Figure 9 — Pressure distribution on embedded retaining wall in front of relieving platform |
| 304 | Figure 10 — Embedded retaining wall with auxiliary anchorage: failure planes |
| 305 | Figure 11 — Examples of deadman anchorages |
| 306 | Figure 12 — Examples of cantilever anchorages |
| 307 | Figure 13 — Example of a raking pile anchorage |
| 308 | Figure 14 — Examples of ground anchors |
| 309 | Figure 15 — Examples of anchoring arrangements at corners |
| 310 | 5.7 Toe level 5.8 Construction sequence |
| 311 | 5.9 Services and crane tracks |
| 312 | 6 Gravity walls 6.1 Design of gravity walls |
| 316 | 6.2 Concrete blockwork walls |
| 318 | Figure 16 — Angle of friction on virtual back of blockwork wall |
| 319 | 6.3 Precast reinforced concrete walls |
| 320 | Figure 17 — Precast reinforced concrete wall |
| 321 | 6.4 Concrete caissons Figure 18 — Example of capping arrangement for a concrete caisson |
| 325 | Figure 19 — Examples of joints between caissons 6.5 Cellular sheet pile structures |
| 326 | Figure 20 — Examples of cellular sheet pile structures |
| 328 | Figure 21 — Modes of failure of cellular sheet pile structure |
| 329 | Figure 22 — Distribution of active earth pressure and passive earth resistance on a cellular sheet pile structure |
| 330 | 6.6 Double‑wall sheet pile structures |
| 331 | Figure 23 — Example of double‑wall sheet pile structure Figure 24 — Distribution of active earth pressure and passive earth resistance on a double‑wall sheet pile structure |
| 332 | 6.7 In‑situ mass concrete walls |
| 333 | Figure 25 — Example of in‑situ mass concrete wall 6.8 In‑situ reinforced concrete walls |
| 334 | Figure 26 — Example of in‑situ reinforced concrete wall 6.9 Gravity diaphragm walls |
| 335 | Figure 27 — Example of gravity diaphragm wall |
| 336 | 6.10 Monoliths |
| 337 | Figure 28 — Example of monolith |
| 338 | Figure 29 — Examples of joints between monoliths |
| 339 | 7 Suspended deck structures 7.1 General 7.2 Suitability |
| 340 | 7.3 Types of structure Table 2 — Pile systems for suspended deck structures |
| 341 | Figure 30 — Examples of suspended deck structures |
| 343 | 7.4 Overall stability 7.5 Earthworks at marginal quays |
| 344 | 7.6 Types of bearing pile |
| 347 | 7.7 Installation of piles |
| 348 | 7.8 Choice of superstructure |
| 349 | 7.9 Design approach |
| 350 | Figure 31 — Typical fender support arrangements |
| 353 | 7.10 Design of piles |
| 354 | Figure 32 — Examples of pile/deck connections |
| 357 | 8 Dolphins 8.1 Types of structure |
| 359 | Figure 33 — Examples of flexible dolphins |
| 360 | Figure 34 — Examples of rigid dolphins 8.2 Actions |
| 361 | 8.3 Design of flexible dolphins |
| 362 | 8.4 Design of rigid dolphins |
| 363 | 8.5 Mooring equipment 8.6 Working space 9 Safety and access 9.1 General |
| 364 | 9.2 Pontoons |
| 365 | 9.3 Walkways |
| 366 | 9.4 Stairways for small vessel access |
| 367 | Figure 35 — Typical stairway arrangement for quay walls 9.5 Ladders |
| 369 | Figure 36 — Typical emergency ladder dimensions |
| 371 | 9.6 Guard-rails 9.7 Toe kerbs 9.8 Wearing surfaces and durability |
| 372 | 9.9 Life‑saving equipment |
| 373 | Annex A (informative) Types of construction for concrete blockwork walls |
| 374 | Figure A.1 — Concrete blockwork walls |
| 376 | Annex B (informative) Types of superstructure for suspended decks |
| 377 | Figure B.1 — Access trestles |
| 379 | Bibliography |
