Sedimentation–consolidation of a double porosity material
✍ Scribed by Henry Wong; Chin J. Leo; J.M. Pereira; Ph. Dubujet
- Book ID
- 104015279
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 240 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0266-352X
No coin nor oath required. For personal study only.
✦ Synopsis
This paper studies the sedimentation-consolidation of a double porosity material, such as lumpy clay. Large displacements and finite strains are accounted for in a multidimensional setting. Fundamental equations are derived using a phenomenological approach and non-equilibrium thermodynamics, as set out by Coussy [Coussy, Poromechanics, Wiley, Chichester, 2004]. These equations particularise to three non-linear partial differential equations in one dimensional context. Numerical implementation in a finite element code is currently being undertaken.
📜 SIMILAR VOLUMES
## Abstract This work deals with the numerical solution of a two‐dimensional double‐porosity consolidation problem using a finite difference scheme. Stabilized discretizations using staggered grids in both space and time are proposed. A priori estimates for displacements and pressures in discrete e
## Abstract The soil around a drain well is traditionally divided into smeared zone and undisturbed zone with constant hydraulic conductivity. In reality, hydraulic conductivity of the soil changes continuously and it may not be always appropriate to approximate its distribution with two zones. In