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- W2566939507 abstract "The bearing capacity of a vertically loaded, shallo w and strip footing is one of the problems that has been widely studied by various methods. However, most of these studies were carried out for two-dimensional configurations . This paper focuses on the bearing capacity of a three-dimensio nal circular footing. A series of numerical computa tions using the finite-difference code, FLAC 3D , was carried out to evaluate the soil-bearing capa city for vertically loaded, rigid circular footing for both smooth and rough interfaces. The a dopted approach involves a numerical solution of th e equations governing elastic-plastic soils with an associative flow. The FLAC 3D code is utilized to obtain the three bearing capac ity factors for a wide range of values of the friction angle. The bearing capacity and included shape fact ors, which are presented in the form of graphs, are compared again st existing expressions and numerical solutions." @default.
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- W2566939507 date "2009-01-01" @default.
- W2566939507 modified "2023-09-27" @default.
- W2566939507 title "NUMERICAL STUDY OF BEARING CAPACITY FOR A CIRCULAR FOOTING" @default.
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