Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part I
Patra, C.R, Behara, R.N., Sivakugan, N., and Das, B.M. (2012) Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part I. International Journal of Geotechnical Engineering, 6 (3). pp. 343-352.
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Results of laboratory model tests to determine the ultimate bearing capacity of shallow strip foundation supported by sand and subjected to eccentrically inclined load are presented. The tests were conducted in dense and medium dense sands. The embedment ratio (ratio of the depth of embedment Df to the width of the foundation B) was varied from zero to one. The load eccentricity e was varied from zero to 0.15B as well as the load inclination 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 ultimate bearing capacity of the foundation subjected to an eccentrically inclined load to the ultimate bearing capacity of the foundation subjected to a centric vertical load.
|Item Type:||Article (Refereed Research - C1)|
|Keywords:||load eccentricity, load inclination, sand, shallow foundation, reduction factor, ultimate bearing capacity|
|FoR Codes:||09 ENGINEERING > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering @ 100%|
|SEO Codes:||87 CONSTRUCTION > 8702 Construction Design > 870201 Civil Construction Design @ 100%|
|Deposited On:||16 Aug 2012 10:17|
|Last Modified:||16 Aug 2012 10:17|
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