. . . "Influence zone; Structural strength; layered subsoil; over consolidation pressure; plate load test"@en . "80-7204-356-0" . "The present contribution deals with the back analysis of the subsoil parameters. Using standard back analysis the well-known Boussinesq solution of elastic half-space is employed. The article presents necessity of taking the depth of influence zone into account. In the case of low uniform load the depth of influence zone is not sufficient and the standard analysis shows the significantly higher Modulus of deformation. The remedy of this problem is to engage real tools of the back analysis incorporating the influence zone phenomenon, e.g. FEM codes."@en . "Akademick\u00E9 nakladatelstv\u00ED CERM" . . . . . . "Zakl\u00E1d\u00E1n\u00ED staveb" . . . "Zp\u011Btn\u00E1 anal\u00FDza statick\u00FDch zkou\u0161ek z\u00E1kladov\u00E9 p\u016Fdy tuhou deskou v hlubok\u00FDch jam\u00E1ch"@cs . "596223" . . "Zp\u011Btn\u00E1 anal\u00FDza statick\u00FDch zkou\u0161ek z\u00E1kladov\u00E9 p\u016Fdy tuhou deskou v hlubok\u00FDch jam\u00E1ch" . . . "3"^^ . . "Zp\u011Btn\u00E1 anal\u00FDza statick\u00FDch zkou\u0161ek z\u00E1kladov\u00E9 p\u016Fdy tuhou deskou v hlubok\u00FDch jam\u00E1ch"@cs . "RIV/68407700:21110/04:01102348" . "3"^^ . . "[3D7539CD2694]" . . "6"^^ . "Sehnoutek, Lud\u011Bk" . "Back Analysis of the Plate Load Tests in Deep Holes"@en . "Kop\u00E1\u010Dkov\u00E1, Marie" . "21110" . "Zp\u011Btn\u00E1 anal\u00FDza statick\u00FDch zkou\u0161ek z\u00E1kladov\u00E9 p\u016Fdy tuhou deskou v hlubok\u00FDch jam\u00E1ch" . "RIV/68407700:21110/04:01102348!RIV/2005/GA0/211105/N" . "Brno" . "2004-11-08+01:00"^^ . . "P(GA103/02/0688), Z(MSM 210000001)" . "Brno" . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 zp\u011Btnou anal\u00FDzou parametr\u016F zemin. Standardn\u011B je u\u017E\u00EDv\u00E1no Boussinesqovo \u0159e\u0161en\u00ED pru\u017En\u00E9ho poloprostoru. \u010Cl\u00E1nek ukazuje na nezbytnost uva\u017Eov\u00E1n\u00ED hloubky deforma\u010Dn\u00ED z\u00F3ny. Pro mal\u00E1 zat\u00ED\u017Een\u00ED je hloubka deforma\u010Dn\u00ED z\u00F3ny nedostate\u010Dn\u00E1 a pomoc\u00ED standardn\u00ED zp\u011Btn\u00E9 anal\u00FDza z\u00EDsk\u00E1me nadhodnocen\u00E9 deforma\u010Dn\u00ED moduly. Toto odstran\u00EDme, kdy\u017E p\u0159i zp\u011Btn\u00E9 anal\u00FDze, zapo\u010D\u00EDt\u00E1me vliv deforma\u010Dn\u00ED z\u00F3ny a pou\u017Eijeme tomu odpov\u00EDdaj\u00EDc\u00ED v\u00FDpo\u010Dtov\u00E9 n\u00E1stroje nap\u0159. MKP." . "165 ; 170" . . "Back Analysis of the Plate Load Tests in Deep Holes"@en . . "Kukl\u00EDk, Pavel" . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 zp\u011Btnou anal\u00FDzou parametr\u016F zemin. Standardn\u011B je u\u017E\u00EDv\u00E1no Boussinesqovo \u0159e\u0161en\u00ED pru\u017En\u00E9ho poloprostoru. \u010Cl\u00E1nek ukazuje na nezbytnost uva\u017Eov\u00E1n\u00ED hloubky deforma\u010Dn\u00ED z\u00F3ny. Pro mal\u00E1 zat\u00ED\u017Een\u00ED je hloubka deforma\u010Dn\u00ED z\u00F3ny nedostate\u010Dn\u00E1 a pomoc\u00ED standardn\u00ED zp\u011Btn\u00E9 anal\u00FDza z\u00EDsk\u00E1me nadhodnocen\u00E9 deforma\u010Dn\u00ED moduly. Toto odstran\u00EDme, kdy\u017E p\u0159i zp\u011Btn\u00E9 anal\u00FDze, zapo\u010D\u00EDt\u00E1me vliv deforma\u010Dn\u00ED z\u00F3ny a pou\u017Eijeme tomu odpov\u00EDdaj\u00EDc\u00ED v\u00FDpo\u010Dtov\u00E9 n\u00E1stroje nap\u0159. MKP."@cs . .