"Anal\u00FDza deformace pa\u017E\u00EDc\u00ED konstrukce s pou\u017Eit\u00EDm rovinn\u00E9ho a prostorov\u00E9ho numerick\u00E9ho v\u00FDpo\u010Dtu" . . "Neuveden" . "Anal\u00FDza deformace pa\u017E\u00EDc\u00ED konstrukce s pou\u017Eit\u00EDm rovinn\u00E9ho a prostorov\u00E9ho numerick\u00E9ho v\u00FDpo\u010Dtu"@cs . "26110" . "Chalmovsk\u00FD, Juraj" . . "finite element method, numerical modelling, mesh, retaining wall, prop, deformation, constitutive models, parametric study, back analysis"@en . "C\u00EDlem p\u0159\u00EDsp\u011Bvku je anal\u00FDza vlivu r\u016Fzn\u00FDch konstitu\u010Dn\u00EDch model\u016F a 2D/3D v\u00FDpo\u010Dtu na p\u0159esnost predikce horizont\u00E1ln\u00EDch deformac\u00ED pa\u017E\u00EDc\u00ED konstrukce. Pro tento \u00FA\u010Del byla vybr\u00E1na stavebn\u00ED j\u00E1ma Technologick\u00E9ho centra v Brn\u011B. Bylo pou\u017Eito p\u011Bt konstitu\u010Dn\u00EDch model\u016F: Mohr Coulomb Model (MC), Hardening Soil Model (HS), Hardening Soil Small Strain Model (HSS), Hypoplastic Model (HC), Hypoplastic Model with Intergranular Strains (Hcis). Zp\u011Btn\u00FDm anal\u00FDz\u00E1m p\u0159edch\u00E1zeli parametrick\u00E9 studie, ve kter\u00FDch byl stanoven vliv velikosti modelu a hustoty s\u00EDt\u011B kone\u010Dn\u00FDch prvk\u016F." . "Anal\u00FDza deformace pa\u017E\u00EDc\u00ED konstrukce s pou\u017Eit\u00EDm rovinn\u00E9ho a prostorov\u00E9ho numerick\u00E9ho v\u00FDpo\u010Dtu"@cs . . "Sborn\u00EDk anotac\u00ED" . "Brno" . "8"^^ . . "2"^^ . "C\u00EDlem p\u0159\u00EDsp\u011Bvku je anal\u00FDza vlivu r\u016Fzn\u00FDch konstitu\u010Dn\u00EDch model\u016F a 2D/3D v\u00FDpo\u010Dtu na p\u0159esnost predikce horizont\u00E1ln\u00EDch deformac\u00ED pa\u017E\u00EDc\u00ED konstrukce. Pro tento \u00FA\u010Del byla vybr\u00E1na stavebn\u00ED j\u00E1ma Technologick\u00E9ho centra v Brn\u011B. Bylo pou\u017Eito p\u011Bt konstitu\u010Dn\u00EDch model\u016F: Mohr Coulomb Model (MC), Hardening Soil Model (HS), Hardening Soil Small Strain Model (HSS), Hypoplastic Model (HC), Hypoplastic Model with Intergranular Strains (Hcis). Zp\u011Btn\u00FDm anal\u00FDz\u00E1m p\u0159edch\u00E1zeli parametrick\u00E9 studie, ve kter\u00FDch byl stanoven vliv velikosti modelu a hustoty s\u00EDt\u011B kone\u010Dn\u00FDch prvk\u016F."@cs . "2012-01-26+01:00"^^ . "Neuveden" . "The objective of the paper is mainly to analyse the influence of different constitutive models and 2D/3D computations on retaining wall deformation predictions accuracy. Excavation for Technological Centre in Brno was chosen for the purpose of back analysis. Five constitutive models were used: Mohr Coulomb Model (MC), Hardening Soil Model (HS), Hardening Soil Small Strain Model (HSS), Hypoplastic Model (HC), Hypoplastic Model with Intergranular Strains (Hcis). Parametric studies, in which the influence of model size and number of elements were analysed, were also carried out before back analysis."@en . . . "Chalmovsk\u00FD, Juraj" . . "Retaining structure analysis using 2D and 3D numerical computation"@en . "[4F7635E17252]" . "RIV/00216305:26110/12:PU101610!RIV13-GA0-26110___" . . "978-80-214-4393-8" . . . "2"^^ . . "RIV/00216305:26110/12:PU101610" . "Fiala, Radek" . "122392" . . . . "P(GA103/09/1262), S" . "Retaining structure analysis using 2D and 3D numerical computation"@en . . . . . . . "Anal\u00FDza deformace pa\u017E\u00EDc\u00ED konstrukce s pou\u017Eit\u00EDm rovinn\u00E9ho a prostorov\u00E9ho numerick\u00E9ho v\u00FDpo\u010Dtu" . . . . .