|
| |
|
|
Design of Optimization of Track Section Bylnice - Vlárský Průsmyk
Štěpán, Jan ; Mráz, Martin (referee) ; Plášek, Otto (advisor)
The focus of the thesis is to design a optimization of the geometrical layout of the track for an increase of the track speed to the highest possible value and a reconstruction of the permanent way superstructure between railway stations Bylnice - Vlárský Průsmyk. The work also includes a design of sleeper subsoil, renewal of the drainage and a design of the construction technology and procedures. Necessary view triangles will be added for unsecured level crossings.
|
|
|
Design of Optimization of Track Section Branná - Ostružná in km 12,677 - 15,3
Veselý, Miroslav ; Burda, Petr (referee) ; Plášek, Otto (advisor)
The objective of my thesis is to propose a given section of line optimization of geometrical parameters of tracks, and also to increase the line speed. Another task is to design a suitable structure of the railway bed due to the speed category of track and traffic load, and propose a suitable design sleeper base. In addition to design a type of construction at level crossings, the crossings without AD then add necessary view triangles.
|
|
|
Design of Optimization of Track Section Bylnice - Vlárský Průsmyk
Štěpán, Jan ; Mráz, Martin (referee) ; Plášek, Otto (advisor)
The focus of the thesis is to design a optimization of the geometrical layout of the track for an increase of the track speed to the highest possible value and a reconstruction of the permanent way superstructure between railway stations Bylnice - Vlárský Průsmyk. The work also includes a design of sleeper subsoil, renewal of the drainage and a design of the construction technology and procedures. Necessary view triangles will be added for unsecured level crossings.
|
|
| |
|
|
Design of Optimization of Track Section Branná - Ostružná in km 12,677 - 15,3
Veselý, Miroslav ; Burda, Petr (referee) ; Plášek, Otto (advisor)
The objective of my thesis is to propose a given section of line optimization of geometrical parameters of tracks, and also to increase the line speed. Another task is to design a suitable structure of the railway bed due to the speed category of track and traffic load, and propose a suitable design sleeper base. In addition to design a type of construction at level crossings, the crossings without AD then add necessary view triangles.
|
guest ::
