標(biāo)題: Titlebook: Unsaturated Soils: Numerical and Theoretical Approaches; Proceedings of the I Tom Schanz (Professur Bodenmechanik) Conference proceedings 2 [打印本頁(yè)] 作者: Callow 時(shí)間: 2025-3-21 18:16
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches影響因子(影響力)
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches影響因子(影響力)學(xué)科排名
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches網(wǎng)絡(luò)公開(kāi)度
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches被引頻次
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches被引頻次學(xué)科排名
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches年度引用
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches年度引用學(xué)科排名
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches讀者反饋
書目名稱Unsaturated Soils: Numerical and Theoretical Approaches讀者反饋學(xué)科排名
作者: 抗體 時(shí)間: 2025-3-21 22:39 作者: craven 時(shí)間: 2025-3-22 02:32 作者: gospel 時(shí)間: 2025-3-22 07:27
http://image.papertrans.cn/u/image/942438.jpg作者: 巨大沒(méi)有 時(shí)間: 2025-3-22 08:43 作者: 天然熱噴泉 時(shí)間: 2025-3-22 16:35 作者: 爵士樂(lè) 時(shí)間: 2025-3-22 18:21
Olaf Kolditz,Wenqing Wang,Jo?lle de Jonge,Mingliang Xie,Sebastian Bauer sind. Der Verlag stellt mit diesem Archiv Quellen für die historische wie auch die disziplingeschichtliche Forschung zur Verfügung, die jeweils im historischen Kontext betrachtet werden müssen. Dieser Titel erschien in der Zeit vor 1945 und wird daher in seiner zeittypischen politisch-ideologischen Ausrichtung vom Verlag nicht beworben.作者: 驚呼 時(shí)間: 2025-3-23 00:56
Roberto Tamagnini sind. Der Verlag stellt mit diesem Archiv Quellen für die historische wie auch die disziplingeschichtliche Forschung zur Verfügung, die jeweils im historischen Kontext betrachtet werden müssen. Dieser Titel erschien in der Zeit vor 1945 und wird daher in seiner zeittypischen politisch-ideologischen Ausrichtung vom Verlag nicht beworben.作者: 包庇 時(shí)間: 2025-3-23 04:25
A. R. Russell,N. Khalili sind. Der Verlag stellt mit diesem Archiv Quellen für die historische wie auch die disziplingeschichtliche Forschung zur Verfügung, die jeweils im historischen Kontext betrachtet werden müssen. Dieser Titel erschien in der Zeit vor 1945 und wird daher in seiner zeittypischen politisch-ideologischen Ausrichtung vom Verlag nicht beworben.作者: Estrogen 時(shí)間: 2025-3-23 05:51
A bounding surface plasticity model for sands in an unsaturated stateeory and is presented in a critical state framework using the concept of effective stress. The model is validated against triaxial shear and oedometric compression tests. A single set of material parameters are required for the complete constitutive modelling.作者: 安心地散步 時(shí)間: 2025-3-23 13:06
Grading entropy variation due to soil crushingtatistical cells in the conventional grading curve and, the entropy increment ΔS due to the mixing of the fractions. The aim of this ongoing research is to examine which part of the entropy plays the role of the “true” entropy in thermodynamic sense (i.e. undergoes an increase during irreversible thermodynamic processes).作者: CHECK 時(shí)間: 2025-3-23 14:31
Ronaldo I. BorjaBelastung hat St. Venant die Spannungscerteilung gefunden und für einige weitere F?lle stetiger Belastungen hat Timpe die L?sungen angegeben. Es stellt sich dabei heraus, da? die elementare L?sung für lange und dünne St?be hinreichend genau ist. Je kürzer der Stab ist um so mehr fallen jedoch die Ve作者: follicle 時(shí)間: 2025-3-23 18:15
Wolfgang Ehlers,Tobias Graf,Martin Ammannelatinel?sung beendet. Die Emulsion wird in kaltem Wasser auf 5.C abgekühlt und verbleibt dann etwa 20 Stunden im Kühlschrank bei gleicher Temperatur. Daraufhin wird die Emulsion in “Nudeln” zerteilt und in ein Gef?? gebracht, das in eine Wasserkreislaufanordnung eingeschaltet ist. Der Zuflu? von Fr作者: reserve 時(shí)間: 2025-3-24 01:02
Hector Montenegro,Hans-Jürgen K?hler,Tilman Holfelderr??eren Reinheit entsprechend h?her:.Kupfer erreichte eine relative Unterkühlung von 0,07 bis 0,085 · Ts. Bei den w?hrend des Versuchs durch die Schlackenhülle gereinigten Proben erzielten J. . und E. . [13] erheblich h?here Unterkühlungen, wobei überhaupt kein Einflu? der überhitzung mehr auftrat, 作者: 自作多情 時(shí)間: 2025-3-24 02:32
J. L?rincz,M. Gálos,K. Rajkaiung gro?er Dauermagnetwerkstoffteile wie Polkerne gro?e Schwierigkeiten. Das spr?de Material l??t sich meist nicht abdrehen, sondern nur schleifen; L?cherbohren ist praktisch unm?glich. Daher lag der Gedanke nahe, einen Polkern aus Scheiben zusammenzusetzen. Bei Lochscheiben eines hochwertigen Magne作者: 無(wú)聊點(diǎn)好 時(shí)間: 2025-3-24 09:39
S. Wendling,H. Mei?neretzten L?sung herrührt (die Fourierschen Reihen werden differentiiert, bevor man die Bedingungsgleichungen erh?lt). Die Fourierschen Koeffizienten sind, unter Zugrundelegung des (unverkürzten) Systems der Bedingungsgleichungen, nach Potenzen von . zu entwickeln.作者: 靈敏 時(shí)間: 2025-3-24 14:18
s. Doing so the objectives of these lecture notes are as follows: - to promote unsaturated soil mechanics for practical application, - to exchange experiences in experimental unsaturated soil mechanics and nume978-3-642-42579-0978-3-540-26737-9作者: Nebulizer 時(shí)間: 2025-3-24 18:17
A new concept for the numerical simulation and parameter identification of multiphase flow and trans作者: 微生物 時(shí)間: 2025-3-24 19:01 作者: 物種起源 時(shí)間: 2025-3-25 02:06
Unsaturated Soils: Numerical and Theoretical Approaches978-3-540-26737-9作者: Fibrin 時(shí)間: 2025-3-25 03:29
Non-linear behaviour in the deformation and localization analysis of unsaturated soilsulting system of strongly coupled differential-algebraic equations (DAE) is solved by use of the finite element tool PANDAS. Furthermore, several initial boundary-value problems are presented demonstrating the efficiency of the overall formulation.作者: Colonnade 時(shí)間: 2025-3-25 10:50 作者: 溫室 時(shí)間: 2025-3-25 14:05
Inspection of excess pressure propagation in the zone of gas entrapment below the capillary fringed set in 2D FE-model based on Richards equation. The extended model accounting for gas entrapment was evaluated against an explicit 2-phase model, laboratory experiments and field observations. The approach presented enables the inspection of the effect of gas entrapment on pressure propagation cons作者: discord 時(shí)間: 2025-3-25 18:39 作者: 小淡水魚 時(shí)間: 2025-3-25 23:20
Conference proceedings 20051st editionchnical engineering and to discuss about the problems associated with the unsaturated soils. Doing so the objectives of these lecture notes are as follows: - to promote unsaturated soil mechanics for practical application, - to exchange experiences in experimental unsaturated soil mechanics and nume作者: Ballerina 時(shí)間: 2025-3-26 04:06 作者: stress-test 時(shí)間: 2025-3-26 07:01 作者: 使高興 時(shí)間: 2025-3-26 10:25
The influence of hydraulic hysteresis on unsaturated soils FE analysesl the construction stages and the impounding of an ideal dike. The differences produced by hydraulic hysteresis in the distribution of pore water pressure, displacement and stress fields are discussed.作者: 用肘 時(shí)間: 2025-3-26 13:23
State parameters for unsaturated soils, basic empirical conceptsm is to incorporate the state parameters of sand and the equivalent stress of fine grained soils. For this reason some modified approaches are presented and requirements for further experimental investigations are specified.作者: 哄騙 時(shí)間: 2025-3-26 19:52 作者: 配偶 時(shí)間: 2025-3-26 21:55 作者: 江湖騙子 時(shí)間: 2025-3-27 02:28 作者: 替代品 時(shí)間: 2025-3-27 05:55
..Part 1: Experimental Studies.Includes supplementary materiThese proceedings document the various papers delivered and partially presented at the International Conference “From experimental evidence towards numerical modeling of unsaturated soils,” which was held in Weimar (Germany) during 18-19 Se作者: Brain-Waves 時(shí)間: 2025-3-27 13:31 作者: Cultivate 時(shí)間: 2025-3-27 14:09 作者: V切開(kāi) 時(shí)間: 2025-3-27 18:13
S. Kato,Y. Yoshimori,T. Sakakibaraeils im historischen Kontext betrachtet werden müssen. Dieser Titel erschien in der Zeit vor 1945 und wird daher in seiner zeittypischen politisch-ideologischen Ausrichtung vom Verlag nicht beworben.978-3-662-42316-5作者: Presbycusis 時(shí)間: 2025-3-28 01:43 作者: 屈尊 時(shí)間: 2025-3-28 03:20
Sandra H?lzemann,Holger Class,Rainer Helmigstheorie geforderte Sauerstoffdruckabh?ngigkeit der elektrischen Leitf?higkeit experimentell nicht beobachten. In einer privaten Mitteilung wies C. WAGNER. darauf hin, da? sich die experimentell gewonnenen Ergebnisse erkl?ren lassen, wenn man das Chrom(III)oxid als Eigenhalbleiter auffa?t.作者: Commodious 時(shí)間: 2025-3-28 08:02 作者: helper-T-cells 時(shí)間: 2025-3-28 12:19
E. E. Alonso,S. Olivella,J. Hugaseils im historischen Kontext betrachtet werden müssen. Dieser Titel erschien in der Zeit vor 1945 und wird daher in seiner zeittypischen politisch-ideologischen Ausrichtung vom Verlag nicht beworben.978-3-662-28089-8978-3-662-29597-7作者: malapropism 時(shí)間: 2025-3-28 15:32
Numerical study to the desiccation cracks formation in mineral liners for landfillsaulic soil relations and tensile behaviour of the investigated cohesive soil are needed. Also the inelastic mechanical properties must be given and implemented in the used numerical model. The present paper shows these test results, the used plasticity model and the geometry, loading and results of the numerical model.作者: 轉(zhuǎn)折點(diǎn) 時(shí)間: 2025-3-28 19:30 作者: 讓你明白 時(shí)間: 2025-3-29 02:00 作者: 胡言亂語(yǔ) 時(shí)間: 2025-3-29 05:35 作者: 代理人 時(shí)間: 2025-3-29 08:20
Strain localisation simulation in non-isothermal multiphase geomaterialsresented. This model is obtained as a result of a research in progress on the thermo-hydro-mechanical modelling for multiphase geomaterials undergoing inelastic strains. Numerical results of strain localisation in globally undrained samples of dense and medium dense sands have been presented. Vapour作者: 整理 時(shí)間: 2025-3-29 11:33
Non-linear behaviour in the deformation and localization analysis of unsaturated soilpplications do not only concern a single solid material but they also affect the interaction with the pore-fluids, water and air. As a result, both the deformation and the localization analysis must be applied to a triphasic material consisting of a materially incompressible elasto-plastic or elasto作者: BOLT 時(shí)間: 2025-3-29 16:29
A process-oriented approach to compute THM problems in porous media - Part 1: Theoretical and informear multi-field problems with extremely high resolutions. This two-part paper introduces an object-oriented concept for numerical modelling multi-process systems in porous media (Part 1). The C++ implementation of the OO design for process objects (PCS) as a class is described and illustrated with s作者: Orthodontics 時(shí)間: 2025-3-29 22:20
The influence of hydraulic hysteresis on unsaturated soils FE analysested for in most of the classical constitutive models. In this paper, an extended Cam-clay model for unsaturated soils is applied in the Finite Element (FE) analysis of an ideal geotechnical problem. The extended Cam-clay can be coupled both with an hysteretic equation of the water retention curve (W作者: 平項(xiàng)山 時(shí)間: 2025-3-30 01:54
Effects of intergranular adhesive force on failure criterion of granular materialsial is carried out. In this analysis, the influence of meniscus water, which is mainly cause of the complicated behavior of unsaturated soil, is expressed by introducing a constant intergranular adhesive force that acts perpendicular to the tangential plane at contact point. The influence of the int作者: FLIRT 時(shí)間: 2025-3-30 05:30 作者: Cerumen 時(shí)間: 2025-3-30 08:24 作者: Parley 時(shí)間: 2025-3-30 15:42 作者: 舊石器時(shí)代 時(shí)間: 2025-3-30 20:25 作者: CLOWN 時(shí)間: 2025-3-30 22:33 作者: 懸掛 時(shí)間: 2025-3-31 04:49 作者: IOTA 時(shí)間: 2025-3-31 06:41
Generalized effective stress in unsaturated granulate by DEM analysishe effective stress in the unsaturated granulate from the viewpoint of strength. The disappearances of menisci and air bubbles were numerically simulated in the wetting process. DEM biaxial compression and hydric tests showed that: with the description of net stresses, peak strength envelopes move p作者: 偽善 時(shí)間: 2025-3-31 12:46
Grading entropy variation due to soil crushingtatistical cells in the conventional grading curve and, the entropy increment ΔS due to the mixing of the fractions. The aim of this ongoing research is to examine which part of the entropy plays the role of the “true” entropy in thermodynamic sense (i.e. undergoes an increase during irreversible th作者: 粗糙濫制 時(shí)間: 2025-3-31 15:17
A process-oriented approach to compute THM problems in porous media - Part 2: Numerical applicationsear multi-field problems with extremely high resolutions. This two-part paper introduces an object-oriented concept for numerical modelling multi-process systems in porous media (Part 1). The C++ implementation of the OO design for process objects (PCS) as a class is described and illustrated with s作者: 占線 時(shí)間: 2025-3-31 19:39
Numerical study to the desiccation cracks formation in mineral liners for landfills water diffusion and stress analysis is made using the finite element method and the numerical program ABAQUS. For this analysis, test results of hydraulic soil relations and tensile behaviour of the investigated cohesive soil are needed. Also the inelastic mechanical properties must be given and im作者: 防止 時(shí)間: 2025-3-31 22:27
