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The solutions of selected problems of plasticity in soil mechanics by upper-bound theorem
Škrabl, Stanislav ...
The article actually presents the synthesis of the work of Institute for geotechnics on University of Maribor within last fifteen years in the field of limit state analysis. The application of the ...technique of the upper-bound theorem within the limit state analysis for failure load evaluation in solving stability problems of soil mechanics is presented. The solutions of the most frequent stability problems in soil mechanics that apply the upper-bound theorem within the limit analysis are presented. Different failure surfaces were introduced for two dimensional problems: polygonal for slope stability, log-spiral with polygon for bearing capacity of shallow foundation on slopes, and log-spiral and polygonal for passive pressure evaluation.
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