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http://hdl.handle.net/2080/2019
Title: | Bearing capacity of shallow foundation under eccentrically inclined load |
Authors: | Atalar, C Patra, C R Das, B M Sivakugan, N |
Keywords: | Load eccentricity load inclination sand shallow foundation reduction factor ultimate bearing capacity |
Issue Date: | Sep-2013 |
Citation: | 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, 2nd -6th September 2013. |
Abstract: | Laboratory model tests were conducted in a dense sand to determine the bearing capacity of shallow strip foundation subjected to eccentrically inclined load. The embedment ratio (ratio of the depth of embedment Df to the width of the foundation B)was varied from zero to one. Load eccentricity e was varied from zero to 0.15B and the load inclination with the vertical (α) was varied from zero to 20 degrees. Based on the results of the present study, an empirical nondimensional reduction factor has been developed. This reduction factor is the ratio of the bearing capacity of the foundation subjected to an eccentrically inclined load (average eccentrically inclined load per unit area) to the bearing capacity of the foundation subjected to a centric vertical load. |
Description: | Copyright belongs to proceeding publisher |
URI: | http://hdl.handle.net/2080/2019 |
Appears in Collections: | Conference Papers |
Files in This Item:
File | Description | Size | Format | |
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ICSMGE 2013 Paris CRPatra.pdf | 126.77 kB | Adobe PDF | View/Open |
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