Sridharan, A and Prakash, K (1998) Secondary compression factor. In: Geotechnical Engineering, 131 (2). pp. 96-103.
Full text not available from this repository.Abstract
When the variation of secondary compression, with log(10) t is non-linear, the quantification of secondary settlement through the coefficient of secondary compression, C-alpha epsilon, becomes difficult which frequently leads to an underestimate of the settlement, Log(10) delta - log(10) t representation of such true-compression data has the distinct advantage of exhibiting linear secondary compression behaviour over an appreciably larger time span. The slope of the secondary compression portion of the log(10) e - log(10) t curve expressed as Delta(log e)/(log t) and called the 'secondary compression factor', m, proves to be a better alternative to C-alpha epsilon and the prediction of secondary settlement is improved.
| Item Type: | Journal Article |
|---|---|
| Additional Information: | Copyright of this article belongs to Thomas Telford. |
| Keywords: | design methods & aids;foundations;geotechnical engineering. |
| Department/Centre: | Division of Mechanical Sciences > Civil Engineering |
| Date Deposited: | 29 Jun 2011 07:29 |
| Last Modified: | 29 Jun 2011 07:32 |
| URI: | http://eprints.iisc.ernet.in/id/eprint/38662 |
Actions (login required)
 |
View Item |
