The use of an SQP algorithm in slope stability analysis

In the upper bound approach to limit analysis of slope stability based on the rigid finite element method, the search for the minimum factor of safety can be formulated as a non‐linear programming problem with equality constraints only based on a yield criterion, a flow rule, boundary conditions, an...

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Veröffentlicht in:	Communications in numerical methods in engineering Jg. 21; H. 1; S. 23 - 37
Hauptverfasser:	Chen, Jian, Yin, Jian-Hua, Lee, C. F.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Chichester, UK John Wiley & Sons, Ltd 01.01.2005 Wiley
Schlagworte:	Applied sciences Buildings. Public works Exact sciences and technology Fundamental areas of phenomenology (including applications) Geotechnics Inelasticity (thermoplasticity, viscoplasticity...) limit analysis non-linear programming Physics rigid finite element method sequential quadratic programming slope stability Soil mechanics. Rocks mechanics Solid mechanics Structural and continuum mechanics upper bound limit analysis Yield criterion non-linear programming Slope stability Non linear programming rigid finite element method Quadratic programming Modeling Optimization Finite element method Energy balance Upper bound Safety factor Sequential method Non linear effect sequential quadratic programming Ultimate load Non existence
ISSN:	1069-8299, 1099-0887
Online-Zugang:	Volltext
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