Design And Installation Of The Piling Foundation For The Hondo Platform In 850 Feet Of Water In The Santa Barbara Channel

Cunningham, Gerald R.; Naughton, Henry R.

doi:10.4043/2843-ms

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B Static Deformation (Settlement and Differential Settlement)1

Pinned Foundations1

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2001

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“…Typically, the pile walls are thicker at the mudline due to higher axial and bending stresses in that area . Cunningham and Naughton (1977) discussed design aspects for a 1,255-ft (382-m)-long, 4-ft (1.2-m)-diameter, 50-ksi (345-MPa) yield stress pipe pile driven to 375 ft (114 m) penetration. Wall thickness at the mudline was 3 in.…”

Section: B Static Deformation (Settlement and Differential Settlement)mentioning

confidence: 99%

“…The contributions of pile leads (cradle), cushions, anvil, follow block (helmet or pile cap), and followers (chasers) to driving resistance were analyzed. The application of the wave equation to long piles unsupported through the water column was analyzed and found to accurately predict the behavior on several projects Cunningham and Naughton 1977).…”

Section: Pinned Foundationsmentioning

confidence: 99%

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