Centrifugal experimental study of suction bucket foundations under dynamic loading

Centrifugal experiments were carried out to investigate the responses of suction bucket foundations under horizontal and vertical dynamic loading. It is shown that when the loading amplitude is over a critical value, the sand at the upper part around the bucket is softened or even liquefied. The excess pore pressure decreases from the upper part to the lower part of the sand layer in the vertical direction and decreases radially from the bucket's side wall in the horizontal direction. Large settlements of the bucket and the sand layer around the bucket are induced by dynamic loading. The dynamic responses of the bucket with smaller height (the same diameter) are heavier.

Desde el símbolo guadalupano : algunos criterios para el momento pastoral

Resumen: El autor de esta colaboración profundiza en una posibilidad que nos orienta a ser protagonistas en la construcción compartida de un presente más fraterno y auténticamente plural. El símbolo guadalupano se ofrece como un modelo que puede ayudar a mejor vivir el momento pastoral de la Teología. El suceso guadalupano sigue acaeciendo y analógicamente nos abre y propone una serie de fecundas precisiones, sugerencias e interrogantes. En tanto símbolo, del cual la Imagen de Nuestra Señora de Guadalupe es su elemento nuclear, plasma e incentiva a encarnar una pragmática evangelizadora. Una dinámica de diálogo, inculturante e inculturador, que anima a dejar empapar lo propio por el Amor Salvador; y a compartirlo, como pueblo, con una actitud cordial y misericordiosa, y dando lugar a lo ajeno y al mestizaje.

Dynamic equations for curved submerged floating tunnel

In virtue of reference Cartesian coordinates, geometrical relations of spatial curved structure are presented in orthogonal curvilinear coordinates. Dynamic equations for helical girder are derived by Hamilton principle. These equations indicate that four generalized displacements are coupled with each other. When spatial structure degenerates into planar curvilinear structure, two generalized displacements in two perpendicular planes are coupled with each other. Dynamic equations for arbitrary curvilinear structure may be obtained by the method used in this paper.

A dynamic coupling model for hybrid atomistic-continuum computations

A dynamic coupling model is developed for a hybrid atomistic-continuum computation in micro- and nano-fluidics. In the hybrid atomistic-continuum computation, a molecular dynamics (MD) simulation is utilized in one region where the continuum assumption breaks down and the Navier-Stokes (NS) equations are used in another region where the continuum assumption holds. In the overlapping part of these two regions, a constrained particle dynamics is needed to couple the MD simulation and the NS equations. The currently existing coupling models for the constrained particle dynamics have a coupling parameter, which has to be empirically determined. In the present work, a novel dynamic coupling model is introduced where the coupling parameter can be calculated as the computation progresses rather than inputing a priori. The dynamic coupling model is based on the momentum constraint and exhibits a correct relaxation rate. The results from the hybrid simulation on the Couette flow and the Stokes flow are in good agreement with the data from the full MD simulation and the solutions of the NS equations, respectively. (c) 2007 Elsevier Ltd. All rights reserved.

Dynamic phase boundary estimation using electrical impedance tomography

http://www.medphys.org/PhDAbstracts/ Abstracted in Medical Physics Journal