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Titlebook: Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity; Jacek Tejchman Book 2008 Springer-Verlag Berlin Heidelberg 2008 Cha

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Theoretical Model,in diameter. First, a non-polar hypoplastic constitutive model formulated at Karlsruhe University by Gudehus (1996) and Bauer (1996) for mainly monotonic deformation paths is summarized. Some results of so-called element tests (oedometric compression, triaxial compression, cyclic simple shearing) by
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Finite Element Calculations: Advanced Results,lculations were carried out with the finite element method on the basis of a micro-polar hypoplastic model. The following problems were considered: sandpiles, direct symmetric cyclic shearing under constant normal stiffness condition, wall boundary conditions, deterministic and statistical size effe
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Epilogue,ation is a fundamental phenomenon. It can occur in the interior domain in the form of a spontaneous shear zone as a single shear zone, a multiple or a regular pattern of zones or it can be also created in the form of an induced single shear zone along walls of structures. Thus, it has to be taken in
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Book 2008ng my long research stay at the Institute of Soil and Rock Mechanics at Karlsruhe University from 1985 to 1996. I dedicate my book to Prof. Gerd Gudehus from Germany, the former head of the Institute of Rock and Soil Mechanics at Karlsruhe University and the supervisor of my scientific research duri
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Finite Element Calculations: Advanced Results,cts, non-coaxiality and stress-dilatancy rule and textural anisotropy. Attention was paid to the thickness and spacing of shear zones. Numerical solutions were compared with corresponding laboratory tests.
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1866-8755 l modelling of behaviour of granular bodies by taking into aThis book includes a numerical investigation of shear localization in granular materials within micro-polar hypoplasticity, which was carried out during my long research stay at the Institute of Soil and Rock Mechanics at Karlsruhe Universi
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