A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading.
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, Journal Article
Hueckel, T
Published in: Constitutive relations for soils. Workshop results, Grenoble, 1982
January 1, 1984
Soil response to cyclic loading within the yield surface is approached by assuming a piece-wise path independent constitutive law. The model may be seen as a discretized kinematic hardening plasticity with a separate description of path dependent and path independent effects. -from Author
Duke Scholars
Published In
Constitutive relations for soils. Workshop results, Grenoble, 1982
Publication Date
January 1, 1984
Start / End Page
311 / 330
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Hueckel, T. (1984). A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading. Constitutive Relations for Soils. Workshop Results, Grenoble, 1982, 311–330.
Hueckel, T. “A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading.” Constitutive Relations for Soils. Workshop Results, Grenoble, 1982, January 1, 1984, 311–30.
Hueckel T. A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading. Constitutive relations for soils Workshop results, Grenoble, 1982. 1984 Jan 1;311–30.
Hueckel, T. “A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading.” Constitutive Relations for Soils. Workshop Results, Grenoble, 1982, Jan. 1984, pp. 311–30.
Hueckel T. A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading. Constitutive relations for soils Workshop results, Grenoble, 1982. 1984 Jan 1;311–330.
Published In
Constitutive relations for soils. Workshop results, Grenoble, 1982
Publication Date
January 1, 1984
Start / End Page
311 / 330