Titlebook: Computational Geomechanics; Arnold Verruijt Book 1995 Springer Science+Business Media Dordrecht 1995 finite element method.geomechanics.gr

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Theory of Consolidation, denoted as a saturated porous medium. The deformation of such a material depends upon the stiffness of the porous material, but also upon the behaviour of the fluid in the pores. In particular, the flow of the pore fluid influences the deformation of the soil. If the permeability of the material is

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Sea Bed Response to Cyclic Loads,ed that along the bottom of the sea the pressure in the water varies sinusoidally, in space as well as in time, and the problem is now to determine the pore pressures in the soil below the sea bottom. In the first part of this chapter the soil is assumed to be a homogeneous linear elastic material,

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Laterally Loaded Piles,ase for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter. Some analytic solutions for simplified problems will be presented first. In a later section a numerical model will be developed, w

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Waves in Piles,of a pile and the soil during pile driving, and under dynamic loading. Because of the one-dimensional character of the problem this is also one of the simplest problems of wave propagation in a mathematical sense, and therefore it may be used to illustrate some of the main characteristics of dynamic

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