"http://www.isvav.cz/projectDetail.do?rowId=GA103/05/2130"^^ . . "C\u00EDle grantov\u00E9ho projektu byly spln\u011Bny. Byly dosa\u017Eeny n\u00E1sleduj\u00EDc\u00ED v\u00FDsledky:1.1 Byla provedena rozs\u00E1hl\u00E1 srovn\u00E1vac\u00ED anal\u00FDza v\u00FDpo\u010Dtu plo\u0161n\u00FDch z\u00E1klad\u016F dle \u010CSN 73 1001 a n\u00E1vrhov\u00FDch p\u0159\u00EDstup\u016F Eurok\u00F3du 7-1. 1.2 Byl vyvinut po\u010D\u00EDta\u010Dov\u00FD program pro neline\u00E1rn\u00ED anal\u00FDz"@cs . . . "2007-05-02+02:00"^^ . "Teorie n\u00E1vrh\u016F v geomechanice" . . "Soil (rock) mechanics is noted for an absence of linear problems. The behaviour of granular materials is complexly non-lii with singular areas and also is dependent upon time, i.e. it differentiates from the materials of man-made structures. A system of the obligatory codes %22Eurocodes%22 (EC) is developed for EU and based on the Limit State Design (LSD) theory. The theoretical concept of the EC design limit states does not into account the basic difference of the soil behaviour what is in contradiction with the principles of the general mechanics. Despite this is the basic problem there is no agreement into the international professionals. It was shown by an inquiry of the committee EU-CEN/TC 250 (1999) between member states and international meetings (CEN/ TC 250 Tokyo 2002; IS LSD Kamakura 2002, Boston 2003; ISSMGE/TC23 Istanbul 2001, Kamakura 2002 a Praha 2003). The proposed project is concerned in particular with two principal and still open problems of limit state theory in soil mechanics: I."@en . . "Mechanika zemin (hornin) se vyzna\u010Duje absenc\u00ED line\u00E1rn\u00EDch \u00FAloh. Chov\u00E1n\u00ED zrnit\u00FDch materi\u00E1l\u016F je slo\u017Eit\u00E1 neline\u00E1rn\u00ED se singul\u00E1rn\u00EDmi oblastmi a do zna\u010Dn\u00E9 m\u00EDry je z\u00E1visl\u00E9 t\u00E9\u017E na \u010Dase, tzn. \u017Ee se podstatn\u011B li\u0161\u00ED od materi\u00E1l\u016F um\u011Bl\u00FDch konstrukc\u00ED. V EU je budov\u00E1n syst\u00E9m z\u00E1vazn\u00FDch stavebn\u00EDch norem %22Eurocodes%22 (EC), je\u017E jsou zalo\u017Eeny na teorii mezn\u00EDch stav\u016F. Teoretick\u00E1 koncepce n\u00E1vrhov\u00FDch mezn\u00EDch stav\u016F podle EC nebere v \u00FAvahu z\u00E1sadn\u00ED rozd\u00EDl v chov\u00E1n\u00ED hornin, co\u017E je v rozporu s principy obecn\u00E9 mechaniky. I kdy\u017E jde o z\u00E1sadn\u00ED probl\u00E9m teorie mezn\u00EDch stav\u016F v mechanice hornin, v odborn\u00E9 evropsk\u00E9 i sv\u011Btov\u00E9 ve\u0159ejnosti neexistuje shoda, co\u017E prok\u00E1zal pr\u016Fzkum normaliza\u010Dn\u00ED komise EU-CEN/TC 250 (1999) u \u010Dlensk\u00FDch st\u00E1t\u016F a mezin\u00E1rodn\u00ED jedn\u00E1n\u00ED (CEN/TC 250 Tokyo 2002; IS LSD Kamakura 2002, Boston 2003; ISSMGE/TC23 Istanbul 2001, Kamakura 2002 a Praha 2003). Navrhovan\u00FD projekt se zab\u00FDv\u00E1 zejm\u00E9na dv\u011Bma hlavn\u00EDmi a dosud neuzav\u0159en\u00FDmi probl\u00E9my teorie mezn\u00EDch stav\u016F v mechanice hornin: 1. ot\u00E1zkou definice a odvozen\u00ED" . . "2007-12-31+01:00"^^ . " Eurocode" . . "1"^^ . . "limit state" . . "1"^^ . . . "Theory of design in geomechanics"@en . . . "0"^^ . . "limit state; characteristic value; Eurocode; geomechanics"@en . . . "GA103/05/2130" . " characteristic value" . "2005-01-01+01:00"^^ . "2008-12-16+01:00"^^ . . . "25"^^ . . "25"^^ . . "The objectives of the grant project have been fulfilled. Following results have been reached:1.1 An extensive comparative analysis of shallow foundation calculations by CSN 73 1001, and Design approaches of Eurocode 7-1 has been made.1.2 A FEM computer p"@en .