DSpace@nitr >
National Institue of Technology- Rourkela >
Journal Articles >

Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/185

Title: Eccentrically loaded strip foundation on geogrid-reinforced sand
Authors: Patra, C R
Das, B M
Bhoi, M
Shin, E C
Keywords: Eccentric loading
strip foundation
ultimate bearing capacity
Issue Date: 2006
Citation: Geotextiles and Geomembranes (Accepted Post-print)
Abstract: Results are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally.
Description: Copyright of this article belongs to Elsevier
URI: http://hdl.handle.net/2080/185
Appears in Collections:Journal Articles

Files in This Item:

File Description SizeFormat
crp31.pdf5735KbAdobe PDFView/Open

Show full item record

All items in DSpace are protected by copyright, with all rights reserved.


Powered by DSpace Feedback