...D. S. Jeng; J. S. C. Hsu Consolidation and storage equations are used to develop a closed-form solution for the wave-induced pore pressure, soil displacements and effective stresses in an elastic sea-bed subject to a system of two intersecting waves. A homogeneous soil matrix of finite thickness...

...N. Makris; G. Gazetas Analytical solutions are developed for harmonic wave propagation in an axially or laterally oscillating pile embedded in homogeneous soil and excited at the top. Pile-soil interaction is realistically represented through a dynamic Winkler model, the springs and dashpots...

...B. Gatmiri The wave-induced pore pressures and effective stresses in a saturated submarine sediment are treated by means of the finite element method. By using the general theory of behaviour of the saturated poro-elastic media presented by Biot (1972, 1973), field equations of motion...

... wave fields originating along each pile shaft and spreading radially outward. Axial, lateral, and rocking oscillations of rigidly-capped pile groups are studied parametri-cally. Results are presented for the dynamic stiffness and damping of the whole group, and for the distribution of dynamic loads...

...L. Dormieux; P. Delage © 1988 Thomas Telford Ltd 1988 coastal engineering elasticity pore pressures stress analysis waves Domieux, L. & D&age, P. (1988). Gbtechnique 38, NO. 3,445450 TECHNICAL NOTE Effective stress response of a plane sea-bed under wave loading L. DORMIEUX* and P...

...L. Dormieux © 1988 Thomas Telford Ltd 1988 Clays coastal engineering limit state analysis stability waves Dormieux, L. (1988). Gbofechnique38, No. 1, 121-123 Stability of a purely cohesive sea bed soil under wave loading L. DORMIEUX* KEYWORDS: clays; coastal engineering; limit state...

...S. Okusa A simple method to solve the problem of pore pres-sure and effective stresses induced by harmonic waves in a poroelastic sediment is presented by using Biot's equation and a compatibility condition for elasticity. The sediment is assumed to obey the effective stress principle in the normal...