MIL-HDBK-1025/5
PAGE
10
Nearby Water Area Structures ........................
2.2.3.3
10
Redistribution of Bottom Materials .................
2.2.3.4
10
Geological Factors .................................
2.2.4
10
Basin Excavation ...................................
2.2.4.1
10
Foundations and Material Sources ...................
2.2.4.2
10
Seismic Activity ...................................
2.2.4.3
11
Impact on Environment ..............................
2.2.5
11
Design Criteria for the Berthing System ............
2.3
11
Slip and Berth Clearances ..........................
2.3.1
11
Berth Clearance ....................................
2.3.1.1
11
Finger Piers .......................................
2.3.1.2
11
Fairway Widths .....................................
2.3.1.3
11
Mooring Layouts ....................................
2.3.1.4
12
Slip and Berthing Arrangements .....................
2.3.1.5
12
Dimensional Criteria and Typical Details ............
2.3.1.6
17
Fixed Versus Floating Pier System ..................
2.3.2
17
System Selection ...................................
2.3.2.1
17
Selection Criteria .................................
2.3.2.2
17
Fixed-Pier Berthing Systems ..........................
2.3.3
17
General Features ...................................
2.3.3.1
18
Vertical Loading ...................................
2.3.3.2
18
Other Design Criteria ..............................
2.3.3.3
18
Typical Construction ...............................
2.3.3.4
18
Floating-Pier Berthing Systems .....................
2.3.4
18
General Considerations .............................
2.3.4.1
20
Flotation Materials ................................
2.3.4.2
21
Deck Materials and Surface .........................
2.3.4.3
25
Deck Framing and Float Connections .................
2.3.4.4
26
Vertical Loading and Deck Levels ...................
2.3.4.5
28
Typical Construction ...............................
2.3.4.6
28
Lateral Loading ....................................
2.3.5
28
Loading ............................................
2.3.5.1
28
Analysis ...........................................
2.3.5.2
32
Anchorage Systems ..................................
2.3.6
32
Selection Criteria .................................
2.3.6.1
32
Systems ............................................
2.3.6.2
34
Approach Piers and Gangways ........................
2.3.7
34
General Criteria ...................................
2.3.7.1
Design Criteria for Other Sheltered Basin
2.4
37
Structures .......................................
37
Perimeter Stabilization ............................
2.4.1
37
Objectives .........................................
2.4.1.1
37
Structures .........................................
2.4.1.2
37
Perimeter Beach ....................................
2.4.2
37
Slopes .............................................
2.4.2.1
39
Profile ............................................
2.4.2.2
39
Design Details .....................................
2.4.2.3
39
Revetted Slope .....................................
2.4.3
39
Revetments .........................................
2.4.3.1
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