BEARING CAPACITY OF SLOPES UNDER STRIP LOADS ON THE TOP SURFACES.

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Abstract

The bearing capacities of slopes loaded on top surfaces were calculated by using the upper bound theorem. Through the comparison of the results with bearing capacities obtained by conventional circular arc methods and by Koetter's stress characteristics equations, it was concluded that the upper bound solution was useful from the engineering point of view because of simplicity of the method.

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Kusakabe, O., Kimura, T., & Yamaguchi, H. (1981). BEARING CAPACITY OF SLOPES UNDER STRIP LOADS ON THE TOP SURFACES. Soils and Foundations, 21(4), 29–40. https://doi.org/10.3208/sandf1972.21.4_29

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