Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis
The ultimate bearing capacity of a circular footing, placed over rock mass, is evaluated by using the lower bound theorem of the limit analysis in conjunction with finite elements and nonlinear optimization. The generalized HoekBrown (HB) failure criterion, but by keeping a constant value of the exponent, ?=0.5, was used. The failure criterion was smoothened both in the meridian and ? planes. The nonlinear optimization was carried out by employing an interior point method based on the logarithmic barrier function. The results for the obtained bearing capacity were presented in a non-dimensional form for different values of GSI , mi m i , ?ci/(?b) ? ci / ( ? b ) and q/?ci q / ? ci . Failure patterns were also examined for a few cases. For validating the results, computations were also performed for a strip footing as well. The results obtained from the analysis compare well with the data reported in literature. Since the equilibrium conditions are precisely satisfied only at the centroids of the elements, not everywhere in the domain, the obtained lower bound solution will be approximate not true.
bearing capacity finite elements limit analysis failure foundations hoekbrown criterion