## 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 multiβlayered ground with vertical drains have been analysed mainly by numerical methods. An analytical solutio
Consolidation of sensitive clay with vertical drain
β Scribed by Yun-Min Chen; Xiao-Wu Tang; Ning Jia
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 252 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.620
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
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
## 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
An extension of TOPMODEL was developed for rainfallΒ±runo simulation in agricultural watersheds equipped with tile drains. Tile drain functions are incorporated into the framework of TOPMODEL. Nine possible Β―ow generation scenarios are suggested for tile-drained watersheds and applied in the modellin