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Bearing capacity of ring footings on cohesionless soil under eccentric load
https://orcid.org/0000-0002-9810-8698
AbstractThis 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.
Bearing capacity of ring footings on cohesionless soil under eccentric load
https://orcid.org/0000-0002-9810-8698
AbstractThis 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.
Bearing capacity of ring footings on cohesionless soil under eccentric load
https://orcid.org/0000-0002-9810-8698
AbstractThis 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.
Bearing capacity of ring footings on cohesionless soil under eccentric load
Sargazi, Omid (author) / Seyedi Hosseininia, Ehsan (author)
Computers and Geotechnics ; 92 ; 169-178
2017-08-08
10 pages
Article (Journal)
Electronic Resource
English
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