projectile 发表于 2025-3-25 06:10:41

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

可转变 发表于 2025-3-25 09:24:35

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强行引入 发表于 2025-3-25 14:39:17

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.

Decongestant 发表于 2025-3-25 18:40:10

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Euphonious 发表于 2025-3-25 21:36:49

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

adhesive 发表于 2025-3-26 03:45:30

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hedonic 发表于 2025-3-26 08:01:57

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发表于 2025-3-26 09:39:48

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

malapropism 发表于 2025-3-26 12:49:13

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

漫步 发表于 2025-3-26 17:09:16

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