A SIMPLIFIED DRAINED ANALYSIS FOR WAVE-INDUCED LIQUEFACTION IN OCEAN FLOOR SANDS

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概要

• 論文の詳細を見る

• The wave induced cyclic shear stresses in oceanfloor sands may cause a progressive build up of pore water pressure, leading to instability of the bed. This may constitute an important consideration in the analysis and design of various offshore engineering facilities. This paper presents a simplified procedure for the analysis of wave-induced pore pressure in the oceanfloor sands. A simple model for the generation of pore water pressure is used and the effect of its simultaneous dissipation, is also included in the analysis. Numerical solution is also presented in a set of curves which can be conveniently used to evaluate the wave-induced liquefaction potential of an offshore site with deep cohesionless sediments.

• 社団法人地盤工学会の論文
• 1986-09-15

著者

• Rahman M.s.

  Department Of Civil Engineering North Carolina State University

• JABER W.Y.

  Department of Civil Engineering, North Carolina State University

• Jaber W.y.

  Department Of Civil Engineering North Carolina State University

関連論文

• A SIMPLIFIED DRAINED ANALYSIS FOR WAVE-INDUCED LIQUEFACTION IN OCEAN FLOOR SANDS

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