BS 6349-2:1988

Section one. General
1.1 Scope
1.2 Definitions
1.3 Symbols
1.4 Partial safety factors
Section two. General design of berthing structures
2.1 General
2.2 Choice of structure
2.3 General site considerations
2.4 Durability
2.5 Services and equipment
Section three. Loading considerations for quays and
jetties
3.1 Design methods
3.2 Loads
Section four. Sheet walls in quay and jetty construction
4.1 General
4.2 Suitability
4.3 Types of structure
4.4 Types of sheet wall
4.5 Section modulus of wall
4.6 Materials and stresses
4.7 Design of sheet wall structures
4.8 Toe level
4.9 In situ capping
4.10 Vertical loads applied to wall
4.11 Berthing and mooring loads normal to the wall
4.12 Longitudinal imposed loads
4.13 Walings and tie-backs
4.14 Anchorages for quay walls
4.15 Corners
4.16 Earthworks
4.17 Construction sequence
4.18 Services and crane tracks
Section five. Gravity walls in quay and jetty
construction
5.1 General
5.2 Types of wall
5.3 Design of gravity walls
5.4 Concrete blockwork walls
5.5 Precast reinforced concrete walls
5.6 Concrete caissons
5.7 Cellular sheet-piled structures
5.8 Double-wall sheet-piled structures
5.9 In situ mass concrete walls constructed under
      water
5.10 In situ reinforced concrete walls
5.11 Diaphragm walls
5.12 Monoliths
Section six. Suspended deck structures
6.1 General
6.2 Suitability
6.3 Applications
6.4 Types of structure
6.5 Overall stability
6.6 Earthworks at marginal quays
6.7 Types of bearing pile
6.8 Installation of piles
6.9 Types of superstructures
6.10 Design methods
6.11 Loading considerations
6.12 Design of piles
6.13 Construction tolerances
Section seven. Dolphins
7.1 General
7.2 Types of structure
7.3 Loads
7.4 Design of flexible dolphins
7.5 Design of rigid dolphins
7.6 Mooring equipment
7.7 Access and working space
Section eight. Roll-on/roll-off terminal ramps
8.1 General
8.2 Layout
8.3 Loads
8.4 Bed scour
Section nine. Pedestrian access
9.1 General
9.2 Walkways
9.3 Stairways
9.4 Ladders
9.5 Handrailing
9.6 Toe kerbs
9.7 Wearing surfaces and durability
9.8 Lifesaving equipment
Appendix
A. References
Tables
1. Pile systems for suspended deck structures
2. Partial load factor gamma fL for suspended decks
Figures
1. Anchored sheet wall structures
2. Cantilevered sheet wall structure
3. Sheet walls with relieving platform
4. Timber sheet piles: typical joint arrangements
5. Concrete sheet piles: typical details
6. Steel sheet piles: interlocking sections
7. Bored pile walls: typical arrangements
8. Diaphragm walls: typical panel arrangements
9. Soldier-piled wall: typical cross section
10. Effects of flexibility of single-anchored or
     propped sheet wall structure on earth pressure and
     resistance
11. Active pressure distribution on single-anchored or
     propped sheet wall structure where fill is placed
     before dredging
12. Active pressure distribution on single-anchored or
     propped sheet wall structure where fill is placed
     after dredging
13. Location of anchorages in relation to failure
     planes in retained fill
14. Pressure distribution on double-anchored sheet
     wall
15. Sheet wall with auxiliary anchorage: failure planes
16. Simplified distribution of active earth pressure
     and passive earth resistance on cantilevered sheet
     wall structure
17. Pressure distribution on sheet wall in front of
     relieving platform
18. Staggered toe elevations for sheet-piled walls
19. Plan of anchored wall with diagonal tie-backs
20. Examples of deadman anchorages
21. Examples of cantilever anchorages
22. Examples of raking pile anchorages
23. Examples of ground anchors
24. Anchoring arrangements at corners
25. Examples of crane rail foundation arrangements
26. Concrete blockwork walls
27. Precast reinforced concrete wall
28. Concrete caisson
29. Cellular sheet-piled structures
30. Double-wall sheet-piled structure
31. In situ mass concrete wall
32. In situ reinforced concrete wall
33. Gravity diaphragm wall
34. Monolith
35. Angle of friction on virtual back of blockwork wall
36. Examples of joints between caissons
37. Modes of failure of cellular sheet-piled structure
38. Distribution of active earth pressure and passive
     earth resistance on a cellular sheet-piled structure
39. Distribution of active earth pressure and passive
     earth resistance on a double-wall sheet-piled
     structure
40. Examples of joints between monoliths
41. Examples of suspended deck structures
42. Vertical anchor for pile
43. Access trestles
44. Fender support arrangements
45. Examples of pile/deck connections
46. Examples of flexible dolphins
47. Examples of rigid dolphins
48. Typical layouts of Ro-Ro terminals
49. Typical fixed Ro-Ro shore ramp
50. Typical adjustable Ro-ro shore ramp
51. Typical vessel ramp arrangements
52. Typical stairway arrangement for quay walls
53. Typical ladder dimensions

Includes guidance on the design of roll-on/roll-off berths.