Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strain localization in clay: plane strain versus triaxial loading conditions
Abstract The paper presents a comparison between the behavior of slurry-consolidated Kaolin specimens tested under axisymmetric Conventional Triaxial Compression (CTC) and Plane Strain (PS) loading conditions. The PS experiments were conducted on an instrumented apparatus capable of capturing the onset of shear bands. The specimens were consolidated and then sheared under undrained condition. The PS specimens failed via a well-defined shear band that began to develop during the hardening stress regime whereas CTC specimens failed through a diffuse bulging mode. The undrained shear strength (Su) of CTC experiments is smaller than the Su of PS experiments. However, the normalized Su of CTC experiments is very close to PS1, which was consolidated under similar Ko condition.
Strain localization in clay: plane strain versus triaxial loading conditions
Abstract The paper presents a comparison between the behavior of slurry-consolidated Kaolin specimens tested under axisymmetric Conventional Triaxial Compression (CTC) and Plane Strain (PS) loading conditions. The PS experiments were conducted on an instrumented apparatus capable of capturing the onset of shear bands. The specimens were consolidated and then sheared under undrained condition. The PS specimens failed via a well-defined shear band that began to develop during the hardening stress regime whereas CTC specimens failed through a diffuse bulging mode. The undrained shear strength (Su) of CTC experiments is smaller than the Su of PS experiments. However, the normalized Su of CTC experiments is very close to PS1, which was consolidated under similar Ko condition.
Strain localization in clay: plane strain versus triaxial loading conditions
Alshibli, Khalid A. (Autor:in) / Akbas, Ibrahim Sacit (Autor:in)
2006
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Strain localization in clay: plane strain versus triaxial loading conditions
| Springer Verlag | 2007
Strain localization in clay: plane strain versus triaxial loading conditions
| British Library Online Contents | 2007
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Strain Localization in Sand: Plane Strain versus Triaxial Compression
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Strain localization of rectangular clay specimen under undrained triaxial compression conditions
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