ON THE LIMIT ANALYSIS OF STABILITY OF SLOPES
1969 年 9 巻 4 号 p. 23-32
詳細
1969 年 9 巻 4 号 p. 23-32
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.
