This paper presents the results of a series of triaxial tests with dry sand at confining pressures varying from 1.5 kPa to 100 kPa at\r\nrelative densities of 0.20, 0.59, and 0.84. The results, which are in reasonable accordance with an equation given by Bolton, show\r\nthat the friction angle is strongly dependent on the stress level and on the basis of the test results, a nonlinearMohr failure criterion\r\nhas been proposed. This yield criterion has been implemented in a finite element program and an analysis of the bearing capacity\r\nof a circular shaped model foundation, diameter 100 mm, has been conducted. Comparisons have been made with results from\r\n1g model scale tests with a foundation of similar size and a good agreement between numerical results and test results has been\r\nfound.
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