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Analysis of stability may be based on assumption that entire mass of slope is in plastic condition, or that plastic zone extends only along narrow area which may be approximated by certain curve; depending on prescribed stress distribution along this curve, variety of solutions is offered; limiting values of safety factor for slope are determined.
Analysis of stability may be based on assumption that entire mass of slope is in plastic condition, or that plastic zone extends only along narrow area which may be approximated by certain curve; depending on prescribed stress distribution along this curve, variety of solutions is offered; limiting values of safety factor for slope are determined.
Stability of embankments
Die Standsicherheit von Boeschungen
Biarez, J. (Autor:in)
VDI -- Zeitschrift ; 106
1964
5 pages
Aufsatz (Zeitschrift)
Deutsch
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