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Titlebook: Bifurcations, Instabilities, Degradation in Geomechanics; George E. Exadaktylos,Ioannis G. Vardoulakis Book 2007 Springer-Verlag Berlin He

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樓主: STRI
21#
發(fā)表于 2025-3-25 06:10:41 | 只看該作者
Compactive Cataclastic Flow in Tuffeau de Maastricht Calcarenite: Mechanical Deformation & Permeabilto back-test analyze the experimental results was the one developed by Lade and Kim, which employs all three invariants. The model parameters were calibrated based on conventional triaxial and hydrostatic experiments. In order to predict the formation of localization zones, bifurcation analysis was
22#
發(fā)表于 2025-3-25 09:24:35 | 只看該作者
23#
發(fā)表于 2025-3-25 14:39:17 | 只看該作者
Entropy and Material Instability in the Quasi-Static Mechanics of Granular Mediaion” anticipated in previous work (.). After a brief review of the maximum-entropy model, it is shown that a special case allows for nonconvex pressure-volume response of a kind that could lead to heterogeneous stress states in an isotropically compressed granular packing.
24#
發(fā)表于 2025-3-25 18:40:10 | 只看該作者
25#
發(fā)表于 2025-3-25 21:36:49 | 只看該作者
Shear Zone Formation in 2D Random Granular Specimens within Enhanced Hypoplasticityation within a granular specimen during a conventional plane strain compression test. For a simulation of the mechanical behavior of a sand specimen during a monotonous deformation path, a hypoplastic constitutive enhanced by a characteristic length of micro-structure within a micro-polar, nonlocal
26#
發(fā)表于 2025-3-26 03:45:30 | 只看該作者
27#
發(fā)表于 2025-3-26 08:01:57 | 只看該作者
28#
發(fā)表于 2025-3-26 09:39:48 | 只看該作者
Entropy and Material Instability in the Quasi-Static Mechanics of Granular Mediaerials damaged by mode I type propagating microcracks. For this purpose stiffness estimates for representative volume elements (RVEs) of a microcracked material (based on continuum micromechanics) are combined with the energy release rate criterion for the behavior of one single penny-shaped crack e
29#
發(fā)表于 2025-3-26 12:49:13 | 只看該作者
Modeling the Influence of Pressure and Moisture Content on the Disintegration of Weathered Rockfill in the model for large shearing. With respect to a pressure dependent relative density the model can capture the essential mechanical properties of initially loose and dense granular materials with a single set of constants. While the calibration and application of hypoplastic models has already bee
30#
發(fā)表于 2025-3-26 17:09:16 | 只看該作者
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