โ Scribed by M. P. Pacheco; A. G. Altschaeffl; J.-L. Chameau
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The water wave}induced pore pressure on a pipeline buried in a porous seabed is investigated. Unlike conventional investigations, shear modulus of the seabed is considered to vary with soil depth in this study. The boundary value problem describing soil stresses as well as pore water pressure under
In the coupled finite element analysis of the two-phase, saturated soils the pore pressure could decrease below the atmospheric pressure in particular when the plastic dilation of the skeleton is accounted for. The consequent reduction of the bulk modulus of the liquid phase is here modelled in a si
In the light of recent contributions by Batozl and Hibbitt: two aspects of finite element formulations for shell stability analysis are examined. The first is the consistency of the shell strain-displacement equations employed; the second is the proper representation of 'follower forces'-pressures t