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- W2149482110 abstract "This Paper describes an analysis of the quasi-static penetration of a cone penetrometer into clay. The clay is idealized as a homogeneous elastic–perfectly plastic material obeying tbe von Mises yield criterion. The analysis is based on the strain path method, with an additional equilibrium correction provided by large strain finite element analysis. The dissipation of excess pore water pressure is analysed using uncoupled Terzaghi–Rendulic consolidation theory. The primary importance of the rigidity index and of the horizontal stress in influencing the cone factor N kt , is emphasized and an equation relating N kt to soil parameters and cone roughness is proposed. Based on finite difference analysis of the pore pressure dissipation around the cone, a new interpretation method for consolidation data from a piezocone is suggested. Cet article décrit une analyse de la pénétration quasi-statique d'un pénétromètre dans I'argile. L'argile est considérée de façon idéalle comme une matière homogène élastique parfaitement plastique et qui satisfait le critèe d'écoulement de von Mises. L'analyse est basée sur la méthode des chemins de déformation, avec une correction suppémentaire de I'équilibre fournie par I'analyse en éléments finis des déformations importantes. À I'aide de la théorie de consolidation non-couplée de Terzaghi–Rendulic on analyse la dissipation de la pression excédentaire de I'eau interstitielle. L'article souligne I'influence essentielle exercée sur le facteur de cône N kt par I'indice de rigidité et la contrainte horizontale. Il est proposée une équation qui lie N kt aux paramktres de sol et à la rugosité du cône. On propose une nouvelle méthode d'interprétation des données de consolidation à partir du piezocône hasée sur I'analyse différentiel-le finie de la dissipation de la pression de I'eau interstitielle." @default.
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- W2149482110 date "1991-03-01" @default.
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- W2149482110 title "An analytical study of the cone penetration test in clay" @default.
- W2149482110 doi "https://doi.org/10.1680/geot.1991.41.1.17" @default.
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