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PLANNING AND LAYOUT OF DOCKS PIERS AND WHARVES
SUMMARY OF DESIGN LOADS
ENGINEERING PROPERTIES OF MATERIALS
8 other sections not shown
aluminum anchor piles anchorage backfill Beach Nourishment berthing system Blanton boat bolted Chamberlain Chaney cleats concrete piles connections construction corrosion cost damage dead load density depth design considerations disposal double berth dredged material dredging Dunham and Finn durability electrical engineering environmental facilities fender Figure finger pier fixed docks Fixed Pier float system floating docks foam fuel Gabions gangways horizontal Hubbell and Kulhawy hydraulic hydraulic fills impact installed kN/m knee braces lateral loads layout length live load marina maximum minimize minimum mooring National Electrical Code piers and wharves pile caps pipe polystyrene pontoons precast pressure problems properties protection pumpout recommended resistance Roughness Length sediments sewage sheet pile wall shell slip Small Craft Harbors soil solid fill specific steel piles strength stress stringers surface timber piles usually vertical wall type water level water-cement ratio wave force weight welded wharf width wind velocity wrought iron