Result Number | Material Type | Add to My Shelf Action | Record Details and Options |
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1 |
Material Type: Tese de Doutorado
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Modelo preditivo fuzzy da mobilização do solo no sistema de plantio direto.Johann, André LuizBiblioteca Digital de Teses e Dissertações da USP; Universidade de São Paulo; Escola Politécnica 2016-02-22Acesso online |
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2 |
Material Type: Livro
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Unsaturated Soil Mechanics in Engineering PracticeFredlund, D. G ; Fredlund, M. D ; Rahardjo, HHoboken, N.J: Wiley-Interscience 2012Texto completo disponível |
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3 |
Material Type: Artigo
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Application of extended Mohr–Coulomb criterion to ductile fractureBai, Yuanli ; Wierzbicki, TomaszInternational journal of fracture, 2010-01, Vol.161 (1), p.1-20 [Periódico revisado por pares]Dordrecht: Springer NetherlandsTexto completo disponível |
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4 |
Material Type: Artigo
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Anisotropic Critical State Theory: Role of FabricLi, Xiang Song ; Dafalias, Yannis FJournal of engineering mechanics, 2012-03, Vol.138 (3), p.263-275 [Periódico revisado por pares]Reston, VA: American Society of Civil EngineersTexto completo disponível |
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5 |
Material Type: Artigo
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A closed-form equation for effective stress in unsaturated soilLu, Ning ; Godt, Jonathan W. ; Wu, David T.Water resources research, 2010-05, Vol.46 (5), p.n/a [Periódico revisado por pares]Blackwell Publishing LtdTexto completo disponível |
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6 |
Material Type: Artigo
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Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle BreakageLiu, Huabei ; Zou, DegaoJournal of engineering mechanics, 2013-05, Vol.139 (5), p.606-615 [Periódico revisado por pares]American Society of Civil EngineersTexto completo disponível |
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7 |
Material Type: Artigo
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On the role of particle breakage in the shear failure behavior of granular soils by DEMWang, Jianfeng ; Yan, HaibinInternational journal for numerical and analytical methods in geomechanics, 2013-06, Vol.37 (8), p.832-854 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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8 |
Material Type: Artigo
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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive modelBui, Ha H. ; Fukagawa, Ryoichi ; Sako, Kazunari ; Ohno, ShintaroInternational journal for numerical and analytical methods in geomechanics, 2008-08, Vol.32 (12), p.1537-1570 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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9 |
Material Type: Artigo
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An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressureBui, Ha H. ; Fukagawa, RyoichiInternational journal for numerical and analytical methods in geomechanics, 2013-01, Vol.37 (1), p.31-50 [Periódico revisado por pares]Chichester: Blackwell Publishing LtdTexto completo disponível |
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10 |
Material Type: Artigo
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One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining PressureCai, Yuanqiang ; Gu, Chuan ; Wang, Jun ; Juang, C. Hsein ; Xu, Changjie ; Hu, XiuqingJournal of geotechnical and geoenvironmental engineering, 2013-05, Vol.139 (5), p.797-809 [Periódico revisado por pares]Reston, VA: American Society of Civil EngineersTexto completo disponível |