Recent developments on bearing capacity of strip foundation on granular soil under eccentrically inclined load

Patra, C.R., Sivakugan, N., and Das, B.M. (2016) Recent developments on bearing capacity of strip foundation on granular soil under eccentrically inclined load. International Journal of Geotechnical Engineering, 10 (1). pp. 31-39.

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Abstract

Bearing capacity of shallow foundations is one of the most important areas of study in geotechnical engineering. Since the founding work of Terzaghi (1943), results of several theoretical and experimental investigations have been published. Most of these studies relate to the case where the foundation is subjected to centric vertical load. In the present paper, an attempt has been made to summarize the important developments related to the estimation of the ultimate bearing capacity of a shallow strip foundation on granular soil subjected to eccentrically inclined loading. Reduction factors to estimate the ultimate bearing capacity of foundations have been discussed.

Item ID: 43095
Item Type: Article (Refereed Research - C1)
Keywords: eccentric vertical loading, eccentrically inclined loading, granular soil, inclined loading, reduction factor, shallow strip foundation, ultimate bearing capacity
ISSN: 1939-7879
Date Deposited: 10 Aug 2016 01:11
FoR Codes: 09 ENGINEERING > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering @ 100%
SEO Codes: 87 CONSTRUCTION > 8702 Construction Design > 870201 Civil Construction Design @ 100%
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