Extension of Mohr-Coulomb Model into State Dependent Softening of Sand and Its Application in Large Deformation Analysis (Englisch)
- Neue Suche nach: Li, Xu
- Neue Suche nach: Hu, Yuxia
- Neue Suche nach: White, David
- Neue Suche nach: Yang, Qiang
- Neue Suche nach: Zhang, Jian-Min
- Neue Suche nach: Zheng, Hong
- Neue Suche nach: Yao, Yangping
- Neue Suche nach: Li, Xu
- Neue Suche nach: Hu, Yuxia
- Neue Suche nach: White, David
In:
Constitutive Modeling of Geomaterials
: Advances and New Applications
;
Kapitel: 79
;
583-591
;
2013
- Aufsatz/Kapitel (Buch) / Elektronische Ressource
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Titel:Extension of Mohr-Coulomb Model into State Dependent Softening of Sand and Its Application in Large Deformation Analysis
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Weitere Titelangaben:Springer Ser.Geomech.,Geoengineer.
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Beteiligte:Yang, Qiang ( Herausgeber:in ) / Zhang, Jian-Min ( Herausgeber:in ) / Zheng, Hong ( Herausgeber:in ) / Yao, Yangping ( Herausgeber:in ) / Li, Xu ( Autor:in ) / Hu, Yuxia ( Autor:in ) / White, David ( Autor:in )
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Erschienen in:Constitutive Modeling of Geomaterials : Advances and New Applications ; Kapitel: 79 ; 583-591
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Verlag:
- Neue Suche nach: Springer Berlin Heidelberg
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Erscheinungsort:Berlin, Heidelberg
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Erscheinungsdatum:01.01.2013
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Format / Umfang:9 pages
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ISBN:
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ISSN:
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DOI:
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Medientyp:Aufsatz/Kapitel (Buch)
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Format:Elektronische Ressource
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Sprache:Englisch
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Schlagwörter:
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Datenquelle:
Inhaltsverzeichnis E-Book
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
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Shear Strength Criteria for Rock, Rock Joints, Rockfill, Interfaces and Rock MassesBarton, Nick et al. | 2013
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Revisiting the Paradigm of Critical State Soil Mechanics: Fabric EffectsDafalias, Yannis F. / Li, Xiang-song et al. | 2013
- 3
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Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and BeyondDesai, Chandrakant S. et al. | 2013
- 4
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Three-Dimensional Failure in Geomaterials: Experimentation and ModelingLade, Poul V. et al. | 2013
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Failure Mechanism and Control of Geotechnical StructuresYang, Q. / Leng, K. D. / Chang, Q. / Liu, Y. R. et al. | 2013
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A Rate-Dependent Viscous Model for SandPeng, Fang-Le / Chattonjai, P. / Hua, Zhen / Tan, Ke et al. | 2013
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A Review on Creep of Frozen SoilsQi, Jilin / Wang, Songhe / Yu, Fan et al. | 2013
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Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of Soils and Its Extensions and ApplicationsYin, Jian-Hua et al. | 2013
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Influence of Grain Size Distribution on Critical State of Granular MaterialsLi, Gang / Ovalle, Carlos / Dano, Christophe / Hicher, Pierre-Yves et al. | 2013
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Rotational Hardening and Uniqueness of Critical State Line in Clay PlasticityTaiebat, Mahdi / Dafalias, Yannis F. et al. | 2013
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A Modified Bounding Surface Hypoplasticity Model for SandsWang, Gang / Xie, Yongning et al. | 2013
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Soils in SpaceWood, David Muir et al. | 2013
- 31
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Unique Quantification of Critical State in Granular Media Considering Fabric AnisotropyZhao, Jidong / Guo, Ning / Li, Xiang-song et al. | 2013
- 32
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Peculiarities of Limiting States in Simulated Drained and Undrained Assemblies of Elliptical ParticlesRothenburg, Leo / Olivera-Bonilla, Roberto et al. | 2013
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Microstructural Modeling of Granular Materials with Inner ForcesHicher, Pierre-Yves et al. | 2013
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Time Effects Relate to Particle Crushing in Granular MaterialsLade, Poul V. et al. | 2013
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A Power Law for Elastic Moduli of Unsaturated SoilLu, Ning et al. | 2013
- 36
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A Simplified Model for Clayey Rocks Having a Plastic Porous MatrixShen, Wanqing / Shao, Jianfu / Kondo, Djimédo et al. | 2013
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Anisotropic Porochemoelectroelastic Solution for Inclined Wellbores with Applications to Operations in Unconventional Shale PlaysTran, Minh H. / Abousleiman, Younane N. et al. | 2013
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- 40
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Discrete Modeling of Fluid-Particle Interaction in SoilsZhao, Jidong / Shan, Tong et al. | 2013
- 41
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Realistic Simulation of Progressive Brittle Rock Failure Near Excavation BoundaryCai, M. et al. | 2013
- 42
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Excavation Damaged Zone Modelling in Claystone with Coupled Second Gradient ModelCollin, Frédéric / Pardoen, Benoît et al. | 2013
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Excavation Damage Zone at High Depths: Field Cases and Coupled AnalysisVaunat, Jean / Gens, Antonio / Garitte, Benoit et al. | 2013
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An Elasto-plastic Model and Its Return Mapping Scheme for Anisotropic RocksXu, Wei-ya / Zhang, Jiu-chang / Wang, Ru-bin / Gu, Jin-jian et al. | 2013
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Micro-gas Hypothesis for Behaviors of Rocks under LoadingYue (Quentin), Zhong Qi et al. | 2013
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Micromechanical Poroplasiticty Damage Formulations for Saturated Microcracked RocksZhu, Qi-zhi / Xie, Ni / Shao, Jian-fu et al. | 2013
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Achieving High Range Elastic Properties of Soil Mass for More Stable and Durable GeostructureBayan, Gokul K. et al. | 2013
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Effect of Air Entrapment on Unsaturated Flow in Porous MediaChen, Pan / Wei, Changfu / Wang, Jili / Wei, Houzhen / Ma, Tiantian et al. | 2013
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Discrete Element Investigation of the Asymptotic Behaviour of Granular MaterialsMašín, D. et al. | 2013
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Extension of Mohr-Coulomb Model into State Dependent Softening of Sand and Its Application in Large Deformation AnalysisLi, Xu / Hu, Yuxia / White, David et al. | 2013
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