论文信息 - Transient and steady state pressures on structures due to cyclic wave loading

Transient and steady state pressures on structures due to cyclic wave loading

Abstract Cyclic uplift pressures may be applied to seaside structures due to the rise and fall in ground water pressures which are caused by cyclic wave loadings. Methods are presented which enable the transient and steady state pore water pressures in the ground to be computed and the methods are illustrated by an example for a full scale sea side structure.

John C. Small | J. P. Hsi | John R Booker

[1] E. Wilson,et al. FINITE-ELEMENT ANALYSIS OF SEEPAGE IN ELASTIC MEDIA , 1969 .

[2] M. S. Rahman,et al. A Simplified Drained Analysis for Wave-Induced Liquefaction in Ocean Floor Sands , 1986 .

[3] William G. McDougal,et al. Response of Finite Depth Seabed to Waves and Caisson Motion , 1990 .

[4] Chiang C. Mei,et al. Wave-induced stresses around a pipe laid on a poro-elastic sea bed , 1981 .

[5] J. C. Small,et al. An investigation of the stability of numerical solutions of Biot's equations of consolidation , 1975 .

[6] J. C. Small,et al. Elasto-plastic consolidation of soil , 1976 .

[7] O. Madsen,et al. Wave-induced pore pressures and effective stresses in a porous bed , 1978 .

[8] A. Talbot. The Accurate Numerical Inversion of Laplace Transforms , 1979 .