標(biāo)題: Titlebook: Bifurcation and Degradation of Geomaterials in the New Millennium; Proceedings of the 1 Kam-Tim Chau,Jidong Zhao Conference proceedings 201 [打印本頁] 作者: 大破壞 時間: 2025-3-21 16:52
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書目名稱Bifurcation and Degradation of Geomaterials in the New Millennium影響因子(影響力)學(xué)科排名
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書目名稱Bifurcation and Degradation of Geomaterials in the New Millennium網(wǎng)絡(luò)公開度學(xué)科排名
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書目名稱Bifurcation and Degradation of Geomaterials in the New Millennium年度引用學(xué)科排名
書目名稱Bifurcation and Degradation of Geomaterials in the New Millennium讀者反饋
書目名稱Bifurcation and Degradation of Geomaterials in the New Millennium讀者反饋學(xué)科排名
作者: 一大塊 時間: 2025-3-21 21:26
Discrete Modelling of Micro-structural Phenomena in Granular Shear Zones,sive sand failure for a very rough retaining wall undergoing horizontal translation towards the sand backfill was discussed. To simulate the behaviour of sand, the spherical discrete model was used with elements in the form of rigid spheres with contact moments.作者: BURSA 時間: 2025-3-22 04:22 作者: 偉大 時間: 2025-3-22 08:33 作者: JOT 時間: 2025-3-22 12:16 作者: Aviary 時間: 2025-3-22 15:41
Grainsize Evolution in Open Systems,geologists and geotechnical engineers after a flow has occurred, and two limiting states are commonly found; either a power law or log-normal grainsize distribution. Here, we use a lattice model to study how the grainsize distribution evolves in granular systems subject to grain crushing, segregatio作者: Archipelago 時間: 2025-3-22 19:16 作者: effrontery 時間: 2025-3-23 01:03
Hydromechanical Modelling of an Initial Boundary Value Problem: Studies of Non-uniqueness with a Sec constitutive equations to describe the mechanical behavior of the skeleton. A real hydromechanical experiment which consists in a hollow cylinder test on a Boom Clay sample is modelled. It is shown that the time step discretisation of the numerical problem has an effect on the initialisation of th作者: 鞏固 時間: 2025-3-23 02:34
A FE2 Model for Hydro-mechanical Coupling,ve waste repositories in France. This approach is a double-scale finite element method with a micro and a macro scale. At the micro level a representative elementary volume (REV) is used to model the material behaviour. The global response of this REV serves as an implicit constitutive law for the m作者: conifer 時間: 2025-3-23 06:02 作者: 消音器 時間: 2025-3-23 09:47 作者: 漸變 時間: 2025-3-23 15:59 作者: patriarch 時間: 2025-3-23 20:26 作者: 代替 時間: 2025-3-24 01:41 作者: intrude 時間: 2025-3-24 04:45
The Influence of Fines Content on the Onset of Instability and Critical State Line of Silty Sand,ession triaxial tests, under both drained and undrained conditions. We particularly put an emphasis on the effect of fines content on the evolution of the maximum and the minimum void ratio, the onset of instability and the critical state line. Several series of monotonic triaxial tests were carried作者: Constrain 時間: 2025-3-24 07:52 作者: giggle 時間: 2025-3-24 13:18 作者: Needlework 時間: 2025-3-24 16:13
Bifurcation and Degradation of Geomaterials in the New Millennium978-3-319-13506-9Series ISSN 1866-8755 Series E-ISSN 1866-8763 作者: Infuriate 時間: 2025-3-24 22:59 作者: 貿(mào)易 時間: 2025-3-25 01:35
Terrorism and Universal Jurisdictionsive sand failure for a very rough retaining wall undergoing horizontal translation towards the sand backfill was discussed. To simulate the behaviour of sand, the spherical discrete model was used with elements in the form of rigid spheres with contact moments.作者: 憂傷 時間: 2025-3-25 06:41 作者: GUISE 時間: 2025-3-25 08:58 作者: ABASH 時間: 2025-3-25 13:27 作者: 擦掉 時間: 2025-3-25 19:06
978-3-319-35640-2Springer International Publishing Switzerland 2015作者: 某人 時間: 2025-3-25 21:26
Simulations of Shear Zones and Cracks in Engineering Materials Using eXtended Finite Element Methodks and shear zones. In a description of tensile cracks, a Rankine criterion is assumed. A discrete Mohr-Coulomb law is adopted for simulations of shear zones. Results of simple numerical tests: uniaxial tension, bending and biaxial compression are demonstrated.作者: 營養(yǎng) 時間: 2025-3-26 03:41 作者: Deference 時間: 2025-3-26 05:47
,Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization,n phenomenon. This new development was made in order to model the response of saturated dilatant materials under deviatoric stress and undrained conditions and possibly, in future, the behaviour of unsaturated soils.作者: Counteract 時間: 2025-3-26 09:07 作者: 時代 時間: 2025-3-26 16:16 作者: hysterectomy 時間: 2025-3-26 19:29
Springer Series in Geomechanics and Geoengineeringhttp://image.papertrans.cn/b/image/185537.jpg作者: promote 時間: 2025-3-26 21:35 作者: 生命層 時間: 2025-3-27 01:43 作者: ALIBI 時間: 2025-3-27 06:11 作者: Circumscribe 時間: 2025-3-27 11:37
Humanity, Prisoners of War, and Tortured numerical evidence indicates that soil fabric evolves steadily with the applied stress/strain, how evolving fabric influences the initiation and development of shear band in sand remains an intriguing question to be fully addressed. In this paper, we present a numerical study on strain localizatio作者: 青石板 時間: 2025-3-27 14:09 作者: Digest 時間: 2025-3-27 21:36
Intervention, Terrorism, and Torturegeologists and geotechnical engineers after a flow has occurred, and two limiting states are commonly found; either a power law or log-normal grainsize distribution. Here, we use a lattice model to study how the grainsize distribution evolves in granular systems subject to grain crushing, segregatio作者: BOGUS 時間: 2025-3-28 01:49
Romuald Ferre,Cherie M. Kuzmiakibe the onset and propagation of cracks. The continuous rock material is replaced by an equivalent discrete assembly of rigid blocks using the Voronoi scheme. The material strength and deformation are described by an appropriate constitutive law and failure criterion of interfaces between blocks. Th作者: grovel 時間: 2025-3-28 03:53 作者: atopic-rhinitis 時間: 2025-3-28 08:39
Interventional Breast Proceduresve waste repositories in France. This approach is a double-scale finite element method with a micro and a macro scale. At the micro level a representative elementary volume (REV) is used to model the material behaviour. The global response of this REV serves as an implicit constitutive law for the m作者: 格子架 時間: 2025-3-28 12:20
Bronchoscopy for Foreign Body Removaltionship between the unstable loading directions that result in negative values for the macroscopic expression of the second order work and the terms in the microscopic expression of the second order work was investigated. Good agreement was found between the microscopic and macroscopic expressions 作者: Diverticulitis 時間: 2025-3-28 18:07
Radial Probe Endobronchial Ultrasoundox’s original shear-lag method. In the continuum sense, nail reinforcement is viewed as a body force that acts as a confinement. The finite element formulation of the reinforced elastoplastic borehole is presented and results from an elastic analysis with stiff nails are compared against existing an作者: insular 時間: 2025-3-28 19:30 作者: lesion 時間: 2025-3-28 23:26
Haran Burri MD,Ulrich Sigwart MDmed and the particles rapidly migrate with the seepage water after the seepage failure. In order to deal with the large deformation and the migration of the sand particles, an Eulerian formulation is applied to the governing equations, i.e., the equations for the conservation of mass and momentum of作者: 從屬 時間: 2025-3-29 04:08 作者: Calibrate 時間: 2025-3-29 07:40
https://doi.org/10.1385/1592598986ession triaxial tests, under both drained and undrained conditions. We particularly put an emphasis on the effect of fines content on the evolution of the maximum and the minimum void ratio, the onset of instability and the critical state line. Several series of monotonic triaxial tests were carried作者: largesse 時間: 2025-3-29 14:27 作者: 凈禮 時間: 2025-3-29 19:26 作者: Mechanics 時間: 2025-3-29 20:25 作者: accomplishment 時間: 2025-3-30 00:09
Radial Probe Endobronchial UltrasoundWe carried out compression tests on crushable sand to study the effect of creep and relaxation after flooding. We show that there is a consistent framework linking the breakage ratio with the compressibility, which could be useful to develop constitutive models.作者: 施舍 時間: 2025-3-30 07:58 作者: 菊花 時間: 2025-3-30 11:30
Effects of Flooding on Crushable Sand,We carried out compression tests on crushable sand to study the effect of creep and relaxation after flooding. We show that there is a consistent framework linking the breakage ratio with the compressibility, which could be useful to develop constitutive models.作者: Frequency-Range 時間: 2025-3-30 13:23 作者: 遷移 時間: 2025-3-30 19:11 作者: NATTY 時間: 2025-3-30 22:03
The Influence of Fines Content on the Onset of Instability and Critical State Line of Silty Sand,dy revealed that the fines content affects both the liquefaction potential of silty sand and the position of the critical state line. Moreover, the results showed that the effect of fines depends strongly on the density parameter used for the interpretation, void ratio or intergranular void ratio.作者: MURKY 時間: 2025-3-31 03:11 作者: phytochemicals 時間: 2025-3-31 07:17 作者: 反省 時間: 2025-3-31 12:24
Humanity, Prisoners of War, and Torturetural constraint and the evolution of fabric. The evolution of fabric generally makes the sand response more coaxial with the applied load, while the structural constraint induced by the sample ends leads to more inhomogeneous deformation within the sand sample when the initial fabric is non-coaxial作者: dithiolethione 時間: 2025-3-31 16:44
Bronchoscopy for Foreign Body Removal of 22.5° from 0° to 90° and b varying with increments of 0.25 from 0.0 to 1.0. Thus, 25 test locations were established, but many tests were repeated to study the consistency of the results. The friction angles varied considerably with α and b, thus indicating the importance of the intermediate pri作者: FIG 時間: 2025-3-31 20:39
https://doi.org/10.1385/1592598986dy revealed that the fines content affects both the liquefaction potential of silty sand and the position of the critical state line. Moreover, the results showed that the effect of fines depends strongly on the density parameter used for the interpretation, void ratio or intergranular void ratio.作者: formula 時間: 2025-4-1 01:02 作者: insightful 時間: 2025-4-1 05:45
Bifurcation and Degradation of Geomaterials in the New MillenniumProceedings of the 1作者: Abutment 時間: 2025-4-1 09:15
Micromechanical Analysis of Second Order Work in Granular Media,of the second order work for the two three-dimensional specimens studied, in both the elastic and plastic tensorial zones. The vanishing of the microscopic and macroscopic second order work is shown to coincide in both specimens.作者: 幻想 時間: 2025-4-1 12:44
A Multiscale Investigation of Strain Localization in Cohesionless Sand,mptions on the macroscopic constitutive law in conventional continuum modeling can be naturally bypassed. We demonstrate the predictive capability of the model by simulating a biaxial compression test on sand where strain localization is observed. The influences of different boundary conditions on the shear band pattern are examined.作者: 直覺好 時間: 2025-4-1 15:56 作者: 用手捏 時間: 2025-4-1 21:34
Left Atrial Appendage Occlusionmptions on the macroscopic constitutive law in conventional continuum modeling can be naturally bypassed. We demonstrate the predictive capability of the model by simulating a biaxial compression test on sand where strain localization is observed. The influences of different boundary conditions on the shear band pattern are examined.作者: 護(hù)身符 時間: 2025-4-2 01:26
Radial Probe Endobronchial Ultrasoundtion that have to be solved in a coupled manner. The bifurcation condition for borehole failure in a Cosserat elastoplastic rock is subsequently extended to a reinforced borehole for stability analysis.
