標題: Titlebook: Degradations and Instabilities in Geomaterials; Felix Darve,Ioannis Vardoulakis Book 2004 Springer-Verlag Wien 2004 Geomaterials.behavior. [打印本頁] 作者: 小客車 時間: 2025-3-21 20:05
書目名稱Degradations and Instabilities in Geomaterials影響因子(影響力)
書目名稱Degradations and Instabilities in Geomaterials影響因子(影響力)學科排名
書目名稱Degradations and Instabilities in Geomaterials網(wǎng)絡(luò)公開度
書目名稱Degradations and Instabilities in Geomaterials網(wǎng)絡(luò)公開度學科排名
書目名稱Degradations and Instabilities in Geomaterials被引頻次
書目名稱Degradations and Instabilities in Geomaterials被引頻次學科排名
書目名稱Degradations and Instabilities in Geomaterials年度引用
書目名稱Degradations and Instabilities in Geomaterials年度引用學科排名
書目名稱Degradations and Instabilities in Geomaterials讀者反饋
書目名稱Degradations and Instabilities in Geomaterials讀者反饋學科排名
作者: OMIT 時間: 2025-3-22 00:09 作者: 主講人 時間: 2025-3-22 02:14
Die Betriebs Unterbrechungs Versicherungxhibited from discrete computations. It is concluded that the second order work criterion (under its double form : continuous and discrete) can be a proper tool to analyse diffuse modes of failure in geomaterials.作者: 分開如此和諧 時間: 2025-3-22 05:30
Die Betriebs Unterbrechungs Versicherungrical slope is analyzed for different values of (simulated) water-table level, and the obtained results are compared with those from classical limit analysis..In the final part of the paper the previously acquired expertise is applied to the study of a representative real—scale landslide. Two main p作者: 流出 時間: 2025-3-22 09:35 作者: 預定 時間: 2025-3-22 13:20 作者: 預定 時間: 2025-3-22 18:44
Die Bestimmung der Gasausbeute von Karbidxplicit, and non local damage models. A general framework for damage induced anisotropy is also presented. Coupled damage and plasticity modelling is discussed. Finally, the issue of the experimental determination of the internal length in non local models is tackled.作者: 合唱團 時間: 2025-3-22 23:53
https://doi.org/10.1007/978-3-662-26334-1ified formulation for both initiation and propagation phases. The system of Partial Differential Equations is then discretized using the classical Galerkin Finite Element Method and neglecting the convective terms. Some applications to localized and diffuse failure will be presented.作者: 類人猿 時間: 2025-3-23 04:46 作者: irreparable 時間: 2025-3-23 08:16 作者: Aromatic 時間: 2025-3-23 12:37
Ageing and durability of concrete structures,effect tests data are strongly correlated with the evolution of the microstructure of the material. This chapter concludes on some creep tests designed to investigate the coupled effect between creep and fracture.作者: septicemia 時間: 2025-3-23 16:25
0254-1971 rocks, concrete). Applications (landslides, rockfalls, debris flows, concrete and rock ageing, etc.) are discussed in detail.978-3-211-21936-2978-3-7091-2768-1Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: stressors 時間: 2025-3-23 20:10 作者: lobster 時間: 2025-3-23 22:37
Continuum damage modelling in geomechanics,xplicit, and non local damage models. A general framework for damage induced anisotropy is also presented. Coupled damage and plasticity modelling is discussed. Finally, the issue of the experimental determination of the internal length in non local models is tackled.作者: 惰性氣體 時間: 2025-3-24 02:46 作者: PANG 時間: 2025-3-24 06:34 作者: 指耕作 時間: 2025-3-24 11:30 作者: convulsion 時間: 2025-3-24 18:13
Aufgabe und Zweck der Betriebsabrechnung,effect tests data are strongly correlated with the evolution of the microstructure of the material. This chapter concludes on some creep tests designed to investigate the coupled effect between creep and fracture.作者: 調(diào)整校對 時間: 2025-3-24 23:01
Book 2004ities (leading to localized or diffuse failure modes) taking place in geomaterials (soils, rocks, concrete). Applications (landslides, rockfalls, debris flows, concrete and rock ageing, etc.) are discussed in detail.作者: Minuet 時間: 2025-3-25 01:01 作者: Ligament 時間: 2025-3-25 03:33
Development of Elastoplastic Strain Hardening Models of Soil Behaviour,The concepts of failure, flow rule, successive yield surfaces and hardening rules are recalled. The original Granta Gravel and Cam Clay models are presented and discussed. The basic structure of the work-hardening model of Lade is sketched. The strain-hardening model of Nova and Wood, together with 作者: 側(cè)面左右 時間: 2025-3-25 08:10 作者: 反應 時間: 2025-3-25 15:20
Slope Failure and the loss of controllability of the incremental response of a soil specimen subjecditions, multiple strain rate solutions are possible under the same loading increment. Drained and undrained cases for sand and clay slopes are considered. For rapid loading of sandy slopes, the latent instability analysis allows the reasons of catastrophic collapses of very flat slopes to be explai作者: 造反,叛亂 時間: 2025-3-25 18:59
Continuous and discrete modelling of failure in geomechanics,ion of Stability and diffuse modes of failure are particularly considered in this paper in a dual framework : continuum mechanics and discrete mechanics. With the assumption of continuous media and as an illustration, the experiments have shown that .-constant loading paths can exhibit non-localized作者: Chauvinistic 時間: 2025-3-25 23:30
Micromechanical approach to slope stability analysis,l issues related to this kind of approach are discussed, by highlighting advantages and difficulties with respect to other (more common) methods..A particular attention is devoted to define procedures which are necessary for calibrating parameters. This point is addressed by introducing a micro—macr作者: PON 時間: 2025-3-26 00:57
Ageing and durability of concrete structures,apter, we start with the investigation of chemo-mechanical damage due to calcium leaching. We show that the fracture characteristics, namely the internal length in continuum models evolve with ageing. This observation is confirmed with experiments on model materials. Acoustic emission data and size 作者: 沒有希望 時間: 2025-3-26 08:22 作者: babble 時間: 2025-3-26 11:37 作者: etidronate 時間: 2025-3-26 16:15
Felix Darve,Ioannis VardoulakisModelling the various failure modes in geomaterials (soils, rocks, concrete): from theory to applications.Most recent developments for modelling bifurcations, instabilities and degradations in geomate作者: 不斷的變動 時間: 2025-3-26 19:49 作者: noxious 時間: 2025-3-26 22:50
Modelling of Landslides: (II) Propagation,pproach is eulerian, and balance of mass and momentum equations are integrated on depht. Depending on the material involved, the model can implement rheological models such as Bingham or frictional fluids. A simple dissipation law allows the approximation of pore pressure dissipation in the sliding mass. Finally some applications are presented.作者: 溫和女孩 時間: 2025-3-27 04:59 作者: 鼓掌 時間: 2025-3-27 08:23
https://doi.org/10.1007/978-3-7091-2768-1Geomaterials; behavior; calculus; concrete; elasticity; material; materials; mechanics; modeling; plasticity; 作者: 江湖郎中 時間: 2025-3-27 12:44 作者: 帶傷害 時間: 2025-3-27 16:41
Degradations and Instabilities in Geomaterials978-3-7091-2768-1Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: Decongestant 時間: 2025-3-27 20:38
https://doi.org/10.1007/978-3-642-92216-9pproach is eulerian, and balance of mass and momentum equations are integrated on depht. Depending on the material involved, the model can implement rheological models such as Bingham or frictional fluids. A simple dissipation law allows the approximation of pore pressure dissipation in the sliding mass. Finally some applications are presented.作者: 碎石 時間: 2025-3-27 22:32 作者: 擁擠前 時間: 2025-3-28 04:16 作者: 真 時間: 2025-3-28 09:32 作者: 頭盔 時間: 2025-3-28 12:51 作者: jarring 時間: 2025-3-28 17:20 作者: 羊齒 時間: 2025-3-28 19:46 作者: 無王時期, 時間: 2025-3-28 23:05 作者: aesthetician 時間: 2025-3-29 03:53
https://doi.org/10.1007/978-3-662-26334-1coupling between the solid skeleton and the pore fluids are presented following an eulerian approach based on the mixture theory that can provide a unified formulation for both initiation and propagation phases. The system of Partial Differential Equations is then discretized using the classical Gal作者: 冥界三河 時間: 2025-3-29 10:43 作者: landmark 時間: 2025-3-29 14:04 作者: gastritis 時間: 2025-3-29 18:04 作者: FRONT 時間: 2025-3-29 20:29
