"\u0160ejnoha, Ji\u0159\u00ED" . . "RIV/68407700:21110/10:00178831!RIV11-MSM-21110___" . "21110" . "\u010Cl\u00E1nek popisuje modifikaci standardn\u00ED metody kone\u010Dn\u00FDch prvk\u016F v podm\u00EDnk\u00E1ch rovinn\u00E9 deformace, kter\u00E1 se zam\u011B\u0159uje na problematiku postupn\u00E9 ra\u017Eby line\u00E1rn\u00EDch \u00FAsek\u016F tunelu. A\u010Dkoliv je posupn\u00E1 ra\u017Eba jasn\u011B trojrozm\u011Brnou \u00FAloho, projektanti \u010Dasto preferuj\u00ED software zalo\u017Een\u00FD na dvojrozm\u011Brn\u00E9 anal\u00FDze d\u00EDky jednoduchosti modelu a v\u00FDpo\u010Detn\u00ED nen\u00E1ro\u010Dnosti. The method uses converence measurement to calibrate the aditional shape functions." . "RIV/68407700:21110/10:00178831" . "Application of convergence measurements in 2d analysis of tunnel excavation in comparison with convergence confinement method"@en . . "Vyu\u017Eit\u00ED konvergen\u010Dn\u00EDch m\u011B\u0159en\u00ED p\u0159i 2d anal\u00FDze ra\u017Eby tunelu v porovn\u00E1n\u00ED s metodou op\u011Brn\u00FDch nap\u011Bt\u00ED" . "4" . . "3"^^ . "\u010Cl\u00E1nek popisuje modifikaci standardn\u00ED metody kone\u010Dn\u00FDch prvk\u016F v podm\u00EDnk\u00E1ch rovinn\u00E9 deformace, kter\u00E1 se zam\u011B\u0159uje na problematiku postupn\u00E9 ra\u017Eby line\u00E1rn\u00EDch \u00FAsek\u016F tunelu. A\u010Dkoliv je posupn\u00E1 ra\u017Eba jasn\u011B trojrozm\u011Brnou \u00FAloho, projektanti \u010Dasto preferuj\u00ED software zalo\u017Een\u00FD na dvojrozm\u011Brn\u00E9 anal\u00FDze d\u00EDky jednoduchosti modelu a v\u00FDpo\u010Detn\u00ED nen\u00E1ro\u010Dnosti. The method uses converence measurement to calibrate the aditional shape functions."@cs . "\u0160ejnoha, Michal" . "Vyu\u017Eit\u00ED konvergen\u010Dn\u00EDch m\u011B\u0159en\u00ED p\u0159i 2d anal\u00FDze ra\u017Eby tunelu v porovn\u00E1n\u00ED s metodou op\u011Brn\u00FDch nap\u011Bt\u00ED"@cs . "6"^^ . . "3"^^ . . "This study presents a modification to conventional finite element method in plane strain conditions which addresses the problem of successive excavation of linear parts of tunnels. Although the successive excavation is a three-dimensional mechanical problem, the designers often prefer software based on 2D analysis due to the simple and transparent geometric model and fast computations when compared to 3D solution. The method uses converence measurement to calibrate the aditional shape functions."@en . . "Janda, Tom\u00E1\u0161" . "CZ - \u010Cesk\u00E1 republika" . "Application of convergence measurements in 2d analysis of tunnel excavation in comparison with convergence confinement method"@en . "Tunel" . . "Tunnel; excavation; finite element method; convergence measurement"@en . . "297668" . . "Vyu\u017Eit\u00ED konvergen\u010Dn\u00EDch m\u011B\u0159en\u00ED p\u0159i 2d anal\u00FDze ra\u017Eby tunelu v porovn\u00E1n\u00ED s metodou op\u011Brn\u00FDch nap\u011Bt\u00ED" . . . "1211-0728" . . . . "19" . "Vyu\u017Eit\u00ED konvergen\u010Dn\u00EDch m\u011B\u0159en\u00ED p\u0159i 2d anal\u00FDze ra\u017Eby tunelu v porovn\u00E1n\u00ED s metodou op\u011Brn\u00FDch nap\u011Bt\u00ED"@cs . "[3C07B941DEDE]" . . . "P(1M0579)" . . .