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

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书目名称Bifurcations, Instabilities, Degradation in Geomechanics读者反馈学科排名

Vaginismus

Experimental Investigation of Instabilities of Granular Materials in Relation to Dilatancy and Fabri soils with reference to anisotropy and dilatancy. One of the findings of this investigation is the elucidation of the microstructural changes accompanying the instability behaviour of granular materials when all effective stresses nullify such as in static liquefaction. It is found that strong forc

Instantaneous

Compactive Cataclastic Flow in Tuffeau de Maastricht Calcarenite: Mechanical Deformation & Permeabilittle faulting and cataclastic flow. Before the onset of shear-enhanced compaction, permeability was primarily controlled by the effective mean stress, independent of the deviatoric stresses. With the onset of shear-enhanced compaction, however, coupling of the deviatoric and hydrostatic stresses in

失望未来

Entropy and Material Instability in the Quasi-Static Mechanics of Granular Mediaing, resulting from propagation of cracks perpendicular to the loading direction. As regards uniaxial compression, consideration of non-zero crack openings is mandatory in order to predict a typical relation between tensile and compressive strengths, amounting to about 1:12. Thereby, uniaxial compre

含糊其辞

micronized

Shear Zone Formation in 2D Random Granular Specimens within Enhanced Hypoplasticity). As the load increases, these stress variations become stronger and, eventually, produce a macroscopic tensile crack at the place where the tension was maximal. Further growth of the macrocrack proceeds by initiating new segments, offset from the main crack plane in order to avoid the places under

Mutter

Kinematics of Shear Zone Deformation in Soft Sensitive ClaysSS) test and one dimensional soil column is simulated to analyze the coupled strain softening pore water mechanism. This study is initiated to test the hypothesis that a finite shear band thickness may result for a given deformation rate.

Hay-Fever

Fester

defile