Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Methods of investigating the deformation and strength properties of clayey soils under creep
Abstract Methods of determining the strength and deformability of soils under creep during triaxial compression are examined. A kinematic method of determining the strength and deformability of soils with a consistency ranging from fluid to hard in accordance with an unconsolidated-undrained scheme is proposed for such soils. It is demonstrated that the results of the experimental investigations can be represented by a generalized Kelvin-Voight and Shvedov-Bingham model — nonlinearly elastoviscous deformation of soils in the unconsolidated state.
Methods of investigating the deformation and strength properties of clayey soils under creep
Abstract Methods of determining the strength and deformability of soils under creep during triaxial compression are examined. A kinematic method of determining the strength and deformability of soils with a consistency ranging from fluid to hard in accordance with an unconsolidated-undrained scheme is proposed for such soils. It is demonstrated that the results of the experimental investigations can be represented by a generalized Kelvin-Voight and Shvedov-Bingham model — nonlinearly elastoviscous deformation of soils in the unconsolidated state.
Methods of investigating the deformation and strength properties of clayey soils under creep
Sorokina, G. V. (Autor:in)
1996
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Methods of Investigation the Deformation and Strength Properties of Clayey Soils Under Creep
| British Library Online Contents | 1996
Investigating anisotropy in shear strength of clayey soils
| Online Contents | 2008
Investigating anisotropy in shear strength of clayey soils
| British Library Online Contents | 2008
| British Library Online Contents | 2005
| Online Contents | 2005