Sabhahit, N (1998) Ground Improvement By Granular Piles. In: Indian Geotechnical Conference, December ,1998.
![[img]](http://eprints.manipal.edu/style/images/fileicons/application_pdf.png) |
PDF
nsconf-14.pdf - Published Version Restricted to Registered users only Download (233kB) | Request a copy |
Abstract
A method has been proposed to analyze the stability of embankments constructed over a soft sub soil reinforced with granular piles. The problem of determining the critical slip surface and the corresponding minimum factor of safety has been formulated as a constrained minimization problem. The shear strength of the improved sub-soil has been estimated using conventional concept. The developed method of analysis is validated by comparing the obtained results with an available solution in literature. With reference to a typical problem, limited results are presented to highlight the influence of various parameters on the stability of embankment.
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Subjects: | Engineering > MIT Manipal > Civil Engineering |
| Depositing User: | MIT Library |
| Date Deposited: | 08 Sep 2011 10:05 |
| Last Modified: | 08 Sep 2011 10:05 |
| URI: | http://eprints.manipal.edu/id/eprint/1284 |
Actions (login required)
 |
View Item |
