Chapter
6.
DESIGN CRITERIA
6.1
Method of Operation
6.7
Berths
6.10
Working Apron
6.15
Marshalling Area
6.21
Packing Stations
6.27
Number of Berths
Page
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18
19
19
20
21
7.1
7.6
7. TYPES OF QUAY STRUCTURE CONSIDERED
Concrete-Block Seawall
Concrete Caissons
7.11
Independent Piled Structure
25
7.16
Piled Structure with Sheet-Pile Bulkhead
26
7.21
Piled Structure with Concrete-Block Seawall
27
* * * * ~
23
24
7.26
Cellular Steel Sheet Piling
28
8.
RECOMMENDED DESIGN AND LAYOUT
8.1 Design Assumptions
8.3
Quay Alignment
8.5
Layout
8.19
Quay Structure
8.27
Marshalling Area
8.32
Packing Stations
8.35
Lighter Berths
8.38 Road Access
2 2 2 7 8 3 3 3 2
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33
34
34
8.44 Sea Approaches
9. STAGES OF CONSTRUCTION
9.1
General .
9.2
Stage 1
9.7
Stage 2
•
9.9
Stage 3
10. RECLAMATION
10.1
Settlement
10.12 Mud Replacement
10.17
Sand Drains
10.20 Paper Drains
10.24 Surcharging
10.30
Recommended Methods.
10.36 Quantities
11. SOURCES OF FILLING MATERIAL
11.1 Government Development Schemes
11.3
Public Dumping
11.14
Incinerator Ash
11.6
Borrow Areas on the Mainland
11.19
Borrow Areas on Tsing Yi Island
11.27 Dredging
11.30
Recommended Sources
wwww
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* £ £ £ * ww
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