"2"^^ . . "497609" . "[9CADB49FF3A6]" . . . . "XIIIth Danube EC on Geotechnical Engineering" . . "Risk Assessment of a Heterogeneous Stratified Rock Cliff under an Elevated Road" . "Risk Assessment of a Heterogeneous Stratified Rock Cliff under an Elevated Road"@en . "1"^^ . "RIV/68378297:_____/06:00078449!RIV07-AV0-68378297" . . "56;61" . . "Koudelka, T." . "Risk Assessment of a Heterogeneous Stratified Rock Cliff under an Elevated Road" . . . "A slight but permanently unstable behaviour of an elevated road carrying a carriageway and tram tracks in both directions in the historical centre of Prague (Chotek road) and the ambient rock mass has been monitored for over twenty years. The movement values of the order of several millimetres per year have been measured. The upper part of the elevated road is founded on a heterogeneously stratified rock cliff. It was found necessary to analyse reliability and to assess the risk of the whole slope with the cliff in the very heterogeneously stratified Llandeilo stratum (the flysh zone of Prague Ordovician). The significance of the task was intensified by position of the new %22Hoffihotel%22 closely below the cliff. The paper presents results of the risk assessment analyses according to the major aspects. The pier No. 10 can be considered as the most dangerous among analysed areas, the results presented are from that site." . . "6"^^ . . . "A slight but permanently unstable behaviour of an elevated road carrying a carriageway and tram tracks in both directions in the historical centre of Prague (Chotek road) and the ambient rock mass has been monitored for over twenty years. The movement values of the order of several millimetres per year have been measured. The upper part of the elevated road is founded on a heterogeneously stratified rock cliff. It was found necessary to analyse reliability and to assess the risk of the whole slope with the cliff in the very heterogeneously stratified Llandeilo stratum (the flysh zone of Prague Ordovician). The significance of the task was intensified by position of the new %22Hoffihotel%22 closely below the cliff. The paper presents results of the risk assessment analyses according to the major aspects. The pier No. 10 can be considered as the most dangerous among analysed areas, the results presented are from that site."@en . . "Men\u0161\u00ED av\u0161ak neust\u00E1l\u00E9 nestabiln\u00ED chov\u00E1n\u00ED dopravn\u00ED estak\u00E1dy s automobilov\u00FDm a tramvajov\u00FDm provozem v historick\u00E9m centru Prahy (Chotkova silnice) a p\u0159ilehl\u00E9ho skaln\u00EDho t\u011Blesa je sledov\u00E1no ji\u017E p\u0159es dvacet let. M\u011B\u0159en\u00E9 hodnoty pohyb\u016F \u010Din\u00ED n\u011Bkolik milimetr\u016F ro\u010Dn\u011B. Horn\u00ED \u010D\u00E1st estak\u00E1dy je zalo\u017Eena na heterogenn\u011B vrstven\u00E9m skaln\u00EDm \u00FAtesu. Anal\u00FDza spolehlivosti a ur\u010Den\u00ED rizika \u00FAtesu i cel\u00E9ho svahu fly\u0161ov\u00E9ho skaln\u00EDho t\u011Blesa (Llandeilo, pra\u017Esk\u00FD ordovik) se uk\u00E1zalo se nutn\u00FDm. D\u016Fle\u017Eitost \u00FAlohy byla zv\u00FD\u0161ena polohou nov\u00E9ho %22Hoffihotelu%22 p\u0159\u00EDmo pod \u00FAtesem. P\u0159\u00EDsp\u011Bvek uv\u00E1d\u00ED v\u00FDsledky anal\u00FDz ur\u010Den\u00ED rizika podle hlavn\u00EDch hledisek. Pil\u00ED\u0159 \u010D. 10 byl shled\u00E1n jako nejnebezpe\u010Dn\u011Bj\u0161\u00ED v posuzovan\u00FDch oblastech t\u00E9to lokality."@cs . . . . "2006-05-30+02:00"^^ . "P(GA103/05/2130), P(IAA2071302), Z(AV0Z20710524)" . . "Koudelka, Petr" . "Ljubljana" . . "961-90043-9-6" . "Ljubljana" . "Ur\u010Den\u00ED rizika heterogenn\u011B vrstevnat\u00E9ho skaln\u00EDho \u00FAtesu pod dopravn\u00ED estak\u00E1dou"@cs . "design reliability; heterogeneous rock cliff; very advanced numerical 3D model; substitutive values"@en . "Ur\u010Den\u00ED rizika heterogenn\u011B vrstevnat\u00E9ho skaln\u00EDho \u00FAtesu pod dopravn\u00ED estak\u00E1dou"@cs . "Slovenian Geotechnical Society" . . "Risk Assessment of a Heterogeneous Stratified Rock Cliff under an Elevated Road"@en . . "RIV/68378297:_____/06:00078449" .