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Limit analysis of pile foundations
In method proposed, plastification of individual pile in three-dimensional pile group may be related to limit equilibrium of pile or to fracture of pile material; two approaches are described, namely, iterative method using C.Noekkenstved's elastic scheme for step-by-step plastification of pile group, and C.Massonnet's linear programming method based on singleness of rupture state; both methods provide effective safety factor of pile groups and fair saving in their building cost.
Limit analysis of pile foundations
In method proposed, plastification of individual pile in three-dimensional pile group may be related to limit equilibrium of pile or to fracture of pile material; two approaches are described, namely, iterative method using C.Noekkenstved's elastic scheme for step-by-step plastification of pile group, and C.Massonnet's linear programming method based on singleness of rupture state; both methods provide effective safety factor of pile groups and fair saving in their building cost.
Limit analysis of pile foundations
Le calcul a la rupture des foundations sur groupes de pieux, etc
Demonsablon, P. (Autor:in)
Construction ; 20
1965
11 pages
Aufsatz (Zeitschrift)
Englisch
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