List of Recommendations in the 9th Edition

Section Page R 1 Layout and depths of boreholes and penetrometer tests 1.2 11 R 2 Considering the cohesion in cohesive soils 2.2 27 R 3 Considering the apparent cohesion (capillary cohesion) in sand 2.3 27 R 4 Applying the angle of earth pressure and the analysis in the vertical direction 8.2.5 373 R 5 Vertical imposed loads 5.5 106 R 6 Standard cross-section dimensions for waterfront structures in seaports 6.1 168 R 7 Combined steel sheet piling 8.1.4 288 R 9 Mean characteristic values of soil parameters 1.1 11 R 10 Verification of stability for anchoring at the lower failure plane 8.5 469 R 12 Layout of and loads on bollards for sea-going vessels 5.12 147 R 14 Layout and design of and loads on access ladders 6.12 194 R 17 Design principles for quay walls and superstructures in concrete 10.1 486 R 18 Design situations 5.4 105 R 19 Excess water pressure in direction of water side 4.2 73 R 20 Verifying the loadbearing capacity of the elements of sheet piling structures 8.2.7 386 R 21 Design and installation of reinforced concrete sheet pile walls 8.1.2 284 R 22 Design and installation of timber sheet pile walls 8.1.1 281 R 23 Danger of sand abrasion on sheet piling 8.1.9 309 R 24 Layout and design of stairs in seaports 6.13 197 R 29 Design of steel walings for sheet piling 8.4.1 424 R 30 Verification of steel walings 8.4.2 425 R 31 Design of protruding quay wall corners with round steel tie rods 8.4.10 450 R 32 Design of drainage systems for waterfront structures in tidal areas 4.5 78 R 34 Design and installation of steel sheet pile walls 8.1.3 287 R 35 Corrosion of steel sheet piling, and countermeasures 8.1.8 300 R 36 Nominal depth and design depth of harbour bottom 6.7 182 R 38 Berthing force of ships at quays 5.2 103 R 39 Ship dimensions 5.1 93 R 40 Berthing velocities of ships transverse to berth 5.3 103 R 41 Steel sheet piling with staggered embedment depths 8.2.10 394 R 42 Staggered arrangement of anchor walls 8.2.13 401 R 43 Waterfront sheet piling in unconsolidated, soft cohesive soils, especially in connection with non-sway structures 8.2.15 402 R 45 Calculating subsequently strengthened pile bents/trestles 11.2 528 R 47 Fenders in inland ports 6.16 219 R 50 Sheet piling anchors in unconsolidated, soft cohesive soils 8.4.9 447 R 51 Design of weepholes for sheet piling structures 4.4 76 R 52 Effect of artesian water pressure under harbour bottom or river bed on active and passive earth pressures 2.10 40 R 53 Relieving artesian pressure beneath harbour bottoms 4.6 80 R 55 Selection of embedment depth for sheet piling 8.2.8 390 R 56 Determining the embedment depth for sheet pile walls with full or partial fixity in the soil 8.2.9 391 R 57 Steel sheet piling founded on bedrock 8.2.14 401 R 58 Mean groundwater level 4.1 73 R 59 Sheet piling walings of reinforced concrete with driven steel anchor piles 8.4.3 427 R 60 Fenders for large vessels 6.15 202 R 65 Excess water pressure on sheet piling in front of embankments below elevated platforms in tidal areas 4.3 75 R 67 Quality requirements for steels and dimensional tolerances for steel sheet piles 8.1.6 296 R 68 Embankments below waterfront wall superstructures behind closed sheet pile walls 6.9 189 R 70 Provision of quick-release hooks at berths for large vessels 6.11 193 R 72 Design and construction of reinforced concrete components in waterfront structures 10.2 487 R 73 Backfilling of waterfront structures 7.4 249 R 74 Standard cross-sections for waterfront structures in inland ports 6.3 172 R 77 Design of sheet piling structures with fixity in the ground and a single anchor 8.2.3 367 R 78 Design of plane pile bents 11.3 531 R 79 Box caissons as waterfront structures in seaports 10.4 491 R 80 Dredging in front of quay walls in seaports 7.1 238 R 81 Hydraulic filling of port areas for planned waterfront structures 7.3 242 R 83 Scour and protection against scour in front of waterfront structures 12.4 555 R 84 Quay loads from cranes and other transhipment equipment 5.14 151 R 85 Fixing crane rails to concrete 6.18 223 R 86 Use and design of bored cast-in-lace piles 10.9 507 R 87 Compressed-air caissons as waterfront structures 10.5 493 R 88 Determining the shear strength cu of saturated, undrained cohesive soils 1.4 19 R 90 Driving of steel sheet piles and steel piles at low temperatures 8.1.15 330 R 91 Cutting off the tops of driven steel sections for loadbearing welded connections 8.1.20 347 R 93 Vertical drains to accelerate the consolidation of soft cohesive soils 7.11 265 R 94 Steel nosings to protect reinforced concrete walls and capping beams on waterfront structures 8.4.6 441 R 95 Steel capping beams for sheet piling waterfront structures 8.4.4 431 R 98 Acceptance conditions for steel sheet piles and steel piles on site 8.1.7 298 R 99 Design of welded joints in steel piles and steel sheet piles 8.1.19 344 R 100 Cellular cofferdams as excavation enclosures and waterfront structures 8.3.1 405 R 101 Double-wall cofferdams as excavation enclosures and waterfront structures 8.3.2 417 R 102 Layout, design and loading of bollards for inland facilities 5.13 149 R 103 Shear-resistant interlock connections for steel sheet piling 8.1.5 292 R 104 Driving combined steel sheet piling 8.1.12 316 R 105 Monitoring during the...