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 MIL-HDBK-1025/4
Page
4.11.2
Pile Supported Anchors .
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49
4.11.3
Wales . . . . . . . . . .
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49
4.11.4
Tie Rods . . . . . . . .
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49
4.11.5
Protection Against Impact
of Berthing
Vessels
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50
4.11.6
Wall Movements . . . . .
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50
4.11.7
Scour at Toe . . . . . .
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50
4.11.8
Future Dredging
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50
4.11.9
Drainage of Backfill . .
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50
4.12
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50
4.13
Appurtenances . . . . . .
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51
5.1
Types of Construction . . . . .
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52
5.2
Selection Factors . . . . . . .
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52
5.2.1
Water Depth . . . . . . . . . .
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52
5.2.2
Maintenance . . . . . . . . . .
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52
5.2.3
General . . . . . . . . . . . .
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52
5.2.4
Special Considerations Relative
to Filled, Cellular
Construction. . . . . . . . . .
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52
5.2.4.1
Cohesive Soils. . . . . . . . .
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52
5.2.4.2
Hard or Boundary Soils . . . .
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52
5.3
Detailed Design . . . . . . . .
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52
5.3.1
General Requirements. . . . . .
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52
5.3.2
Structural Design Criteria . .
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52
5.3.3
Filled, Cellular Construction .
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66
5.4
Appurtenances . . . . . . . . .
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66
FIGURES
1
Types of Seawalls (Examples A thru C) . . . . . . . . . . . . .
5
2
Types of Seawalls (Examples D thru F) . . . . . . . . . . . . .
6
3
Types of Seawalls (Examples G thru I) . . . . . . . . . . . . .
7
4
Seawalls - Details to Accommodate Movement (Example A). . . . .
8
5
Seawalls - Details to Accommodate Movement (Example B). . . . .
9
6
Effect of Tidal Lag . . . . . . . . . . . . . . . . . . . . . .
12
7
Sample Computation - Estimating Magnitude of Tidal Lag
on Bulkhead Wall. . . . . . . . . . . . . . . . . . . . . . . .
13
8
Types of Bulkheads (Example A) . . . . . . . . . . . . . . . .
17
9
Types of Bulkheads (Examples B thru D). . . . . . . . . . . . .
18
10
Types of Bulkheads (Example E). . . . . . . . . . . . . . . . .
19
11
Bulkheads - Actual Constructions (Examples A thru D). . . . . .
20
12
Bulkheads - Actual Constructions (Examples E thru G). . . . . .
21
13
Bulkheads - Actual Constructions (Examples H and I) . . . . . .
22
14
Bulkheads - Actual Constructions (Examples J and K) . . . . .
23
15
Bulkheads - Actual Constructions (Examples L and M) . . . . .
24
16
Anchored Wall With Single Level of Anchorage
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25
17
Relieving Platform . . . . . . . . . . . . . . . . . . . . . .
26
18
Reduction in Pressure on Closure Wall Due to Wall Friction
(Examples A and B) . . . . . . . . . . . . . . . . . . . . . .
27
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