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SHORT COMMUNICATIONS FLEXURAL CAPACITY OF EDGE LOADED ANNULAR FOUNDATIONS (1997)

Singh, Shashikant ; Subba Rao, Kanakapura S.

New York, NY [u.a.] : Wiley-Blackwell

International Journal for Numerical and Analytical Methods in Geomechanics 21 (1997), S. 397-407

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ISSN: 0363-9061

Keywords: annular foundation ; collapse mode ; contact pressure ; lower bound ; yield hinge circles ; yield loads ; Engineering ; Civil and Mechanical Engineering

Source: Wiley InterScience Backfile Collection 1832-2000

Topics: Architecture, Civil Engineering, Surveying , Geosciences

Notes: Edge loaded annular foundations have been analysed assuming the soil pressure at the contact to be non-uniform using the lower bound approach of Limit Analysis. Variable fixity at the edges has been allowed and the foundation slab is made to follow the Square yield criterion. Results presented in the form of curves can be readily used to obtain the locations of the yield hinge circles for the given slab and the corresponding collapse load. © 1997 John Wiley & Sons, Ltd.

Additional Material: 6 Ill.

Type of Medium: Electronic Resource

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