. . "Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B. Fakulta stavebn\u00ED" . . "B\u0159e\u0161\u0165ovsk\u00FD, Petr" . . "Determination of Impact Deformation Modules of Ballast and Sub-ballast"@en . "RIV/68407700:21110/10:00168072!RIV11-MD0-21110___" . "7"^^ . "Stanoven\u00ED r\u00E1zov\u00E9ho modulu deformace \u0161t\u011Brku a \u0161t\u011Brkodrti"@cs . . "1"^^ . . . . "static load test; impact test; light dynamic plate; impact modulus of deformation"@en . "1"^^ . "2010-02-24+01:00"^^ . . "Pra\u017Ecov\u00E9 podlo\u017E\u00ED je z\u00E1kladem kvalitn\u00ED a spolehliv\u00E9 \u017Eelezni\u010Dn\u00ED konstrukce. Pro kontrolu \u00FAnosnosti vrstev pra\u017Ecov\u00E9ho podlo\u017E\u00ED se pou\u017E\u00EDv\u00E1 statick\u00E1 zat\u011B\u017Eovac\u00ED zkou\u0161ka. Pro tuto zkou\u0161ku je pot\u0159eba zku\u0161ebn\u00ED deska, hydraulick\u00E9 za\u0159\u00EDzen\u00ED pro vyvol\u00E1n\u00ED dostate\u010Dn\u00E9ho tlaku a protiz\u00E1t\u011B\u017E. A to sebou p\u0159in\u00E1\u0161\u00ED nutnost v\u00FDluky provozovan\u00E9 koleje a t\u00EDm nemal\u00E9 finan\u010Dn\u00ED ztr\u00E1ty pro dopravce. Pou\u017Eit\u00EDm r\u00E1zov\u00E9 zat\u011B\u017Eovac\u00ED zkou\u0161ky se daj\u00ED tyto negativn\u00ED vlivy odstranit. Zat\u00EDm m\u00E1 tato r\u00E1zov\u00E1 zat\u011B\u017Eovac\u00ED zkou\u0161ka pouze informa\u010Dn\u00ED hodnotu" . . "Stanoven\u00ED r\u00E1zov\u00E9ho modulu deformace \u0161t\u011Brku a \u0161t\u011Brkodrti" . "Brno" . "RIV/68407700:21110/10:00168072" . "Brno" . "21110" . . "Pra\u017Ecov\u00E9 podlo\u017E\u00ED je z\u00E1kladem kvalitn\u00ED a spolehliv\u00E9 \u017Eelezni\u010Dn\u00ED konstrukce. Pro kontrolu \u00FAnosnosti vrstev pra\u017Ecov\u00E9ho podlo\u017E\u00ED se pou\u017E\u00EDv\u00E1 statick\u00E1 zat\u011B\u017Eovac\u00ED zkou\u0161ka. Pro tuto zkou\u0161ku je pot\u0159eba zku\u0161ebn\u00ED deska, hydraulick\u00E9 za\u0159\u00EDzen\u00ED pro vyvol\u00E1n\u00ED dostate\u010Dn\u00E9ho tlaku a protiz\u00E1t\u011B\u017E. A to sebou p\u0159in\u00E1\u0161\u00ED nutnost v\u00FDluky provozovan\u00E9 koleje a t\u00EDm nemal\u00E9 finan\u010Dn\u00ED ztr\u00E1ty pro dopravce. Pou\u017Eit\u00EDm r\u00E1zov\u00E9 zat\u011B\u017Eovac\u00ED zkou\u0161ky se daj\u00ED tyto negativn\u00ED vlivy odstranit. Zat\u00EDm m\u00E1 tato r\u00E1zov\u00E1 zat\u011B\u017Eovac\u00ED zkou\u0161ka pouze informa\u010Dn\u00ED hodnotu"@cs . "978-80-214-4042-5" . "[C7009D132DE0]" . . . "Stanoven\u00ED r\u00E1zov\u00E9ho modulu deformace \u0161t\u011Brku a \u0161t\u011Brkodrti" . "Stanoven\u00ED r\u00E1zov\u00E9ho modulu deformace \u0161t\u011Brku a \u0161t\u011Brkodrti"@cs . "Juniorstav 2010 - 12. Odborn\u00E1 konference doktorsk\u00E9ho studia" . . . . "Determination of Impact Deformation Modules of Ballast and Sub-ballast"@en . "289786" . "Good sleeperbed layers are fundamental quality of the railway construction. The static load test is used for determination of sleeperbed bearing capacity . We need not only hydraulic piston, but also truck like a barney. This entails line obstruction and financial loss for carrier. The impact load test eliminates these negative effects. The impact load test has only information value."@en . "P(1F82A/050/910)" . .