Singh, Shashikant and Rao, Kanakapura Subba S (1997) Flexual Capacity of Edge Loaded Annular Foundations. In: International Journal for Numerical and Analytical Methods in Geomechanics, 21 (6). pp. 397-407.
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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.
|Item Type:||Journal Article|
|Additional Information:||The copyright belongs to John Wiley & Sons, Ltd.|
|Keywords:||annular foundation;collapse mode;contact pressure;lower bound;yield hinge circles;yield loads|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||31 Jan 2006|
|Last Modified:||19 Sep 2010 04:23|
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