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Closure to “<i>Effective Stress Capacity Model for Piles in Clay</i>” by Leland M. Kraft (November, 1982)
Publisher: American Society of Civil Engineers
Performance of Axially Loaded Pipe Piles in Sand
Publisher: American Society of Civil Engineers
Abstract: This paper summarizes the parameters that influence the axial capacity of pipe piles driven into sands. The parameters that affect pile behavior are for convenience divided into four categories: (1) Soil characteristics; ...
Stresses Due to Wave‐Induced Bottom Pressures
Publisher: American Society of Civil Engineers
Abstract: Some characteristics of wave-seabed interaction are described, and stresses and displacements from an elastic, static analysis for a sinusoidal stress wave acting on a homogeneous half space are compared with results from ...
Submarine Flow Slide in Puget Sound
Publisher: American Society of Civil Engineers
Abstract: In December 1985, construction began on the offshore portion of the Renton Effluent Transfer System. Under the auspices of the Municipality of Metropolitan Seattle (Metro), treated effluent is pumped to Duwamish Head where ...
Closure to “<i>Friction Capacity of Piles Driven into Clay</i>” by Leland M. Kraft, Jr., John A. Focht, Jr., and Srinath F. Amerasinghe (November, 1981)
Publisher: American Society of Civil Engineers
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