| Foreword |
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v | |
| Samenvatting |
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vii | |
| Summary |
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ix | |
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1 | (8) |
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1.1 Function of quay walls |
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5 | (1) |
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1.2 Objective of this book |
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6 | (1) |
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1.3 Composition of the book |
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7 | (2) |
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8 | (1) |
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Chapter 2 Overview of quay wall construction |
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9 | (34) |
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2.1 Ports as a source of prosperity |
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13 | (1) |
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2.2 Ports and quays past and present |
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13 | (12) |
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2.3 History of quay wall construction in Rotterdam |
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25 | (18) |
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41 | (2) |
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Chapter 3 Main types of quay walls |
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43 | (44) |
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3.1 Functions and main types of quay walls |
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47 | (1) |
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48 | (4) |
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52 | (8) |
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3.4 Sheet pile walls with relieving platforms |
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60 | (2) |
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62 | (1) |
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3.6 Examples of gravity walls |
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63 | (5) |
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3.7 Examples of sheet pile walls |
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68 | (3) |
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3.8 Examples of walls with relieving platform |
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71 | (3) |
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3.9 Examples of open berth quays |
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74 | (2) |
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3.10 Examples of repair or deepening of quay walls |
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76 | (11) |
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84 | (3) |
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87 | (60) |
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4.1 Importance of investigation |
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91 | (1) |
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4.2 Survey and monitoring plan |
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91 | (1) |
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4.3 Topographical and hydrographic investigations |
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92 | (2) |
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4.4 Hydraulic investigations: water levels |
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94 | (7) |
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4.5 Hydraulic investigations: waves |
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101 | (2) |
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4.6 Hydraulic investigation: other wave phenomena |
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103 | (1) |
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4.7 Hydraulic investigations: points of special interest |
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103 | (1) |
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4.8 Hydraulic investigation: currents |
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104 | (2) |
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4.9 Investigation into ice loads |
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106 | (2) |
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4.10 Investigation into meteorological conditions |
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108 | (1) |
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4.11 Investigations into morphological conditions |
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108 | (1) |
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4.12 Investigation into nautical boundary conditions |
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108 | (1) |
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4.13 Investigation into seismic impacts |
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109 | (1) |
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4.14 Geotechnical and geohydrological investigation: soil investigation plan |
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109 | (4) |
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4.15 Geotechnical and geohydrological investigations: desktop study, geological maps, groundwater maps |
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113 | (1) |
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4.16 Geotechnical and geohydrological investigations: site visits, geophysical investigations and site investigations |
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114 | (12) |
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4.17 Geotechnical and geohydrological investigations: laboratory tests |
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126 | (3) |
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4.18 Geotechnical and geohydrological investigation: determination of parameters |
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129 | (12) |
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4.19 Geotechnical and geohydrological investigation: presentation of the results |
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141 | (1) |
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4.20 Environmental investigation |
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142 | (5) |
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145 | (2) |
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Chapter 5 Terms of reference |
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147 | (46) |
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5.1 Terms of reference for design and construction |
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151 | (5) |
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5.2 Functional terms of reference |
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156 | (3) |
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5.3 Technical terms of reference |
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159 | (2) |
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161 | (32) |
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191 | (2) |
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Chapter 6 Design of Quay walls |
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193 | (120) |
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197 | (3) |
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6.2 Functional design aspects |
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200 | (1) |
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6.3 Structural design aspects |
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201 | (17) |
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218 | (19) |
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6.5 Features of the structural design |
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237 | (4) |
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6.6 Design models and calculation methods of retaining walls |
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241 | (41) |
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6.7 Sequence of design calculation |
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282 | (31) |
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310 | (3) |
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313 | (54) |
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317 | (1) |
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317 | (5) |
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7.3 Sheet pile wall systems |
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322 | (5) |
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327 | (7) |
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334 | (8) |
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7.6 Transitional structures |
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342 | (1) |
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343 | (4) |
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347 | (5) |
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352 | (1) |
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7.10 Crane tracks and rail structures |
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353 | (4) |
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357 | (4) |
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7.12 Instrumentation for data collection |
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361 | (6) |
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364 | (3) |
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367 | (38) |
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8.1 Concrete and concrete technological aspects |
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371 | (10) |
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381 | (4) |
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385 | (20) |
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401 | (4) |
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405 | (48) |
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409 | (1) |
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409 | (1) |
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410 | (2) |
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9.4 Layout of the construction site |
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412 | (1) |
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9.5 Surveying of the construction site |
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413 | (1) |
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9.6 Environmental boundary conditions |
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413 | (1) |
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9.7 Foundation and substructure |
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414 | (7) |
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421 | (11) |
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432 | (1) |
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9.10 Fill behind the quay wall |
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433 | (4) |
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437 | (1) |
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437 | (3) |
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9.13 Auxiliary structures |
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440 | (5) |
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9.14 Quality control and quality assurance |
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445 | (5) |
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9.15 Completion and acceptance of the works |
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450 | (3) |
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452 | (1) |
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453 | (14) |
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457 | (1) |
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10.2 Cost estimate system according to CROW |
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457 | (2) |
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10.3 Estimation of the construction costs on the basis of indices |
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459 | (2) |
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10.4 Estimation of the engineering costs |
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461 | (1) |
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462 | (5) |
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465 | (2) |
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Chapter 11 Management and maintenance of Quay walls |
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467 | (30) |
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11.1 From reactive to active management |
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471 | (5) |
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11.2 The quay wall as a system |
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476 | (1) |
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477 | (5) |
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482 | (4) |
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486 | (1) |
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487 | (3) |
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490 | (4) |
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494 | (1) |
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11.9 Contribution, conveyance and feedback |
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495 | (2) |
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496 | (1) |
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Chapter 12 Lessons from experience |
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497 | (56) |
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12.1 You can't make an omelette without breaking eggs |
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503 | (1) |
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504 | (5) |
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509 | (11) |
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520 | (5) |
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525 | (2) |
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527 | (4) |
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531 | (4) |
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535 | (1) |
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536 | (2) |
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12.10 Drainage and dewatering |
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538 | (2) |
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12.11 Deformations of quay structures |
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540 | (3) |
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12.12 Back fill and dredging |
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543 | (2) |
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545 | (1) |
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12.14 Working in an aggressive tropical environment |
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546 | (2) |
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548 | (1) |
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12.16 Wise use of the quay |
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549 | (4) |
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551 | (2) |
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Chapter 13 Future developments |
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553 | (24) |
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557 | (1) |
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557 | (1) |
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13.3 Shipping developments |
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558 | (2) |
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13.4 Development of logistic concepts |
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560 | (1) |
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13.5 Development of new quay concepts |
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560 | (17) |
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575 | (2) |
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Chapter 14 Bibliography and standards |
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577 | (10) |
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581 | (3) |
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584 | (3) |
| Annex A Glossary of terms and abbreviations used |
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587 | (34) |
| Notation |
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621 | (8) |
| Index |
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629 | |