Please use this identifier to cite or link to this item:
|Title:||Consolidation of clay with a system of vertical and horizontal drains|
|Authors:||Nogami, T. |
|Source:||Nogami, T., Li, M. (2003-09). Consolidation of clay with a system of vertical and horizontal drains. Journal of Geotechnical and Geoenvironmental Engineering 129 (9) : 838-848. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:9(838)|
|Abstract:||Consolidation of inhomogeneous clay with a system of horizontal and vertical drains is considered. Horizontal drains in the system are made of multiple thin pervious layers such as sand layers and geotextile sheets, while vertical drains are vertical cylindrical drains. Consolidation behavior with the drain system is formulated using the transfer matrix method. Special care is given to formulation of thin pervious layers for efficient computation. The developed formulation is verified using available numerical and field information. Parametric studies are conducted to study the consolidation characteristics of clay with the drain system. Based on the findings, a design method for an optimum system of horizontal and vertical drains is proposed and design charts are presented for such a design.|
|Source Title:||Journal of Geotechnical and Geoenvironmental Engineering|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 14, 2018
WEB OF SCIENCETM
checked on Jan 24, 2018
checked on Feb 19, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.