STRI
发表于 2025-3-21 18:23:13
书目名称Bifurcations, Instabilities, Degradation in Geomechanics影响因子(影响力)<br> http://impactfactor.cn/2024/if/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics影响因子(影响力)学科排名<br> http://impactfactor.cn/2024/ifr/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics网络公开度<br> http://impactfactor.cn/2024/at/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics网络公开度学科排名<br> http://impactfactor.cn/2024/atr/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics被引频次<br> http://impactfactor.cn/2024/tc/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics被引频次学科排名<br> http://impactfactor.cn/2024/tcr/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics年度引用<br> http://impactfactor.cn/2024/ii/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics年度引用学科排名<br> http://impactfactor.cn/2024/iir/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics读者反馈<br> http://impactfactor.cn/2024/5y/?ISSN=BK0185560<br><br> <br><br>书目名称Bifurcations, Instabilities, Degradation in Geomechanics读者反馈学科排名<br> http://impactfactor.cn/2024/5yr/?ISSN=BK0185560<br><br> <br><br>
Vaginismus
发表于 2025-3-21 23:17:33
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
发表于 2025-3-22 02:12:14
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
发表于 2025-3-22 05:03:24
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
发表于 2025-3-22 10:24:26
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micronized
发表于 2025-3-22 13:58:07
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
发表于 2025-3-22 20:08:13
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
发表于 2025-3-23 00:51:40
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Fester
发表于 2025-3-23 05:20:18
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defile
发表于 2025-3-23 08:53:15
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