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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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發(fā)表于 2025-3-21 18:23:13 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Bifurcations, Instabilities, Degradation in Geomechanics
影響因子2023George E. Exadaktylos,Ioannis G. Vardoulakis
視頻videohttp://file.papertrans.cn/186/185560/185560.mp4
發(fā)行地址An up to date review of developments in the field of bifurcations and instabilities in geomechanics from some of the worlds leading experts.Includes supplementary material:
圖書封面Titlebook: Bifurcations, Instabilities, Degradation in Geomechanics;  George E. Exadaktylos,Ioannis G. Vardoulakis Book 2007 Springer-Verlag Berlin He
影響因子.Leading international researchers and practitioners of bifurcations and instabilities in geomechanics debate the developments and applications which have occurred over the last few decades. The topics covered include modeling of bifurcation, structural failure of geomaterials and geostructures, advanced analytical, numerical and experimental techniques, and application and development of generalised continuum models etc. In addition analytical solutions, numerical methods, experimental techniques, and case histories are presented. Beside fundamental research findings, applications in geotechnical, petroleum, mining, and bulk materials engineering are emphasised. .
Pindex Book 2007
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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
板凳
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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
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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
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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
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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.
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