Titlebook: Mechanics of Poroelastic Media; A. P. S. Selvadurai Book 1996 Springer Science+Business Media Dordrecht 1996 biomechanics.fracture.mechani

entreat

Fabric

On Singular Integral Equations of Poroelasticityntegral equations are derived based on the principle of reciprocity of work. Analogous to the simple and double layer methods in potential theories, two indirect methods, a stress discontinuity and a displacement discontinuity method, are obtained from the direct integral equations.

谄媚于性

conference

Boundary Element Approach to Coupled Poroelastodynamic Problemsons is presented. The integral equation formulation based on Biot’s theory is used to represent the porous regions. The propagation of acoustic waves due to a point source in a homogeneous water layer overlying a homogeneous porous viscoelastic bottom half-space is studied using the proposed BE mode

HIKE

Numerical Modelling of Saturated Porous Media Subjected to Dynamic Loadingials such as soil, rock and concrete is emerging as an active field of research. The Finite Element method provides a convenient tool for handling non-linear coupled formulations involved in the context of soil mechanics. This paper deals with major aspects of the analysis of dynamic behaviour of so

商业上

Modelling of thermal consolidation of sparsely fractured rock in the context of nuclear waste manageafety issues related to the Canadian concept for the disposal of nuclear fuel wastes. These research activities include the development of a finite element computer code, FRACON, its verification against analytical solutions and its calibration against laboratory and field experiments. The FRACON co

CRUC

expdient

The Effect of a Time-Dependent Load on a Poroelastic Seabed over a Region with Moving Boundariesound for the cases of a point and axisymmetric normal load as well as a shear load. The results immediately beneath the load are shown as a function of depth for various values of a normalized parameter involving the velocity and the consolidation constant. General solutions for the soil displacemen

航海太平洋

吸气

Axisymmetric Indentation of a Multilayered Poroelastic Solidstic geomaterials [3–6]. A majority of these investigations have focussed on the evaluation of the time-dependent behaviour of a multilayered poroelastic solid which is subjected purely to surface loadings. The present paper in particular extends the study of the axisymmetric indentation of a poroel