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
Consolidation of a double-porosity medium
✍ Scribed by K.T. Lewallen; H.F. Wang
- Book ID
- 104141579
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 665 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
📜 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