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Analysis of soil consolidation by vertical drains with double porosity model

✍ Scribed by Xu-Sheng Wang; Jiu Jimmy Jiao

Publisher
John Wiley and Sons
Year
2004
Tongue
English
Weight
217 KB
Volume
28
Category
Article
ISSN
0363-9061

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πŸ“œ SIMILAR VOLUMES

Analysis of soil consolidation by vertic
Analysis of soil consolidation by vertical drains with double porosity model
✍ Xu-Sheng Wang; Jiu Jimmy Jiao πŸ“‚ Article πŸ“… 2004 πŸ› John Wiley and Sons 🌐 English βš– 217 KB

## 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

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This paper presents a "nite element procedure for the analysis of consolidation of layered soils with vertical drain using general one-dimensional (1-D) constitutive models. In formulating the "nite element procedure, a Newton}Cotes-type integration formula is used to avoid the unsymmetry of the sti

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Consolidation of double-layered ground with vertical drains
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## Abstract Vertical drains are usually installed in subsoil consisting of several layers. Due to the complex nature of the problem, over the past decades, the consolidation properties of multi‐layered ground with vertical drains have been analysed mainly by numerical methods. An analytical solutio

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Laboratory consolidation of structured clayey soils is analysed in this paper. The research is carried out by two di!erent methods. The "rst one treats the soil as an isotropic homogeneous equivalent Double Porosity (DP) medium. The second method rests on the extensive application of the Finite Elem