Reappraisal of size effect of bearing capacity from plastic solution

A Simplified method for estimating the ultimate bearing capacity of surface footings on sand is described with special attention to the dependency of the angle of internal friction of sand on confining stress. An extended sli p line method is developed, in which the dependency of the angle of interna l friction on the confining stress is formulated from results of convention al triaxial compression tests for various sands. Based on results from a co mprehensive series of calculations employing the extended slip Line method, the writers reappraise size effects on bearing capacity and investigate th e relationship between strength parameters of sand and size effects on bear ing capacity. A modified formula and several diagrams that provide a simple estimation method are proposed to consider size effects on bearing capacit y. A comparison between estimations using the formula and ultimate bearing capacities measured from several series of centrifuge tests demonstrates th e practicability of the proposed method for both strip and circular footing s.