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National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
The reconstruction of the road bridge
 Klecandrová, Jana ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the reconstruction of the existing road arch bridge using free transverse prestressing cables. Cables are laid in holes drilled in the shape of strut. The holes routed diagonally across the front wall of the bottom edge of the arch. The work also includes the stability of long front wall. This is solved by means of spacer frames led across the road. The reconstruction can be done partially limited service.
Detailed record
The translation of the foreign technical text with the model calculation
 Klecandrová, Jana ; Bažant,, Zdeněk (referee) ; Klusáček, Ladislav (advisor)
This labor describes the design and assessment of angular cantilever retaining wall from reinforced concrete according to EN2 and EN7. The labor contains model calculation of angular retaining wall and drawings in the form of scheme of reinforcement. The retaining wall is located next to the road that is used whole year. Therefore the retaining wall is threatened by chlorides that are part of spray used for the road.
Detailed record
The translation of the foreign technical text with the model calculation
 Klecandrová, Jana ; Bažant,, Zdeněk (referee) ; Klusáček, Ladislav (advisor)
This labor describes the design and assessment of angular cantilever retaining wall from reinforced concrete according to EN2 and EN7. The labor contains model calculation of angular retaining wall and drawings in the form of scheme of reinforcement. The retaining wall is located next to the road that is used whole year. Therefore the retaining wall is threatened by chlorides that are part of spray used for the road.
Detailed record
The reconstruction of the road bridge
 Klecandrová, Jana ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the reconstruction of the existing road arch bridge using free transverse prestressing cables. Cables are laid in holes drilled in the shape of strut. The holes routed diagonally across the front wall of the bottom edge of the arch. The work also includes the stability of long front wall. This is solved by means of spacer frames led across the road. The reconstruction can be done partially limited service.
Detailed record

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