Computers And Geotechnics, ( ISI ), Volume (92), No (1), Year (2017-8) , Pages (169-178)

Title : ( Bearing capacity of ring footings on cohesionless soil under eccentric load )

Authors: omid sargazi mazar biabe , Seyed Ehsan Seyedi Hosseininia ,

Citation: BibTeX | EndNote

This paper presents a study on the bearing capacity of eccentrically-loaded rough ring footings resting over cohesionless soil. To this aim, a series of 3D numerical simulations were performed using the finite difference method. In order to consider the effect of load eccentricity, reduction factor method is applied. In this method, the ratio of an eccentrically-loaded bearing capacity to the bearing capacity of the same footing under vertical load is defined. Comparison between the results of the numerical simulations with those of analytical solutions and experimental data indicates good agreement. A mathematical expression is also introduced for eccentrically-loaded ring footings.

Keywords

Bearing capacity; Ring footing; Eccentric
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@article{paperid:1063913,
author = {Sargazi Mazar Biabe, Omid and Seyedi Hosseininia, Seyed Ehsan},
title = {Bearing capacity of ring footings on cohesionless soil under eccentric load},
journal = {Computers And Geotechnics},
year = {2017},
volume = {92},
number = {1},
month = {August},
issn = {0266-352x},
pages = {169--178},
numpages = {9},
keywords = {Bearing capacity; Ring footing; Eccentric load},
}

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%0 Journal Article
%T Bearing capacity of ring footings on cohesionless soil under eccentric load
%A Sargazi Mazar Biabe, Omid
%A Seyedi Hosseininia, Seyed Ehsan
%J Computers And Geotechnics
%@ 0266-352x
%D 2017

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