ON THE LIMIT ANALYSIS OF STABILITY OF SLOPES

[摘要] References(17)Cited-By(13)The upper bound theorem of the generalized theory of perfect plasticity is applied to obtain complete numerical solutions for the critical height of an embankment. A rotational discontinuity mechanism (logarithmic spiral) is assumed in the analysis. The analysis includes the existing solutions as a special case, so that it may be considered a generalization of previous solutions.

[学科分类] 建筑学