 
          1728
        
        
          Proceedings of the 18
        
        
          th
        
        
          International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
        
        
          The maintenance costs and the status of a structure are strongly
        
        
          related and are shown in Figure 1 (Wicke et al. 2001). To
        
        
          achieve a constant status of a structure (line A´) the
        
        
          maintenance costs of line A are necessary. If less maintenance
        
        
          costs are spent (line B) the status of a structure is decreasing
        
        
          (line B´) until the structure is useless. To avoid a total damage
        
        
          of the structure at a late point of time (line C´) enormous
        
        
          maintenance costs are necessary (line C). In this case the
        
        
          maintenance costs are much higher than the savings before.
        
        
          The objective of the continuous inspection and supervision is
        
        
          the economic supply and maintenance of the structures. This
        
        
          means a long-term indemnification of stability, traffic safety
        
        
          and durability. The maintenance costs and the status of a
        
        
          structure are strongly related and are shown in Figure 1 (Wicke
        
        
          et al. 2001).
        
        
          To achieve a constant status of a structure (line A´) the
        
        
          maintenance costs of line A are necessary. If less maintenance
        
        
          costs are spent (line B) the status of a structure is decreasing
        
        
          (line B´) until the structure is useless. To avoid a total damage
        
        
          of the structure at a late point of time (line C´) enormous
        
        
          maintenance costs are necessary (line C). In this case the
        
        
          maintenance costs are much higher than the savings before.
        
        
          For engineering inspection and supervision of tunnels and
        
        
          underground stations of urban metro systems no standards and
        
        
          regulations
        
        
          are
        
        
          defined
        
        
          (Verband
        
        
          Deutscher
        
        
          Verkehrsunternehmen 2005). Depending on the type of
        
        
          construction, age, status, load impact and the soil and
        
        
          groundwater
        
        
          conditions
        
        
          for
        
        
          different
        
        
          underground
        
        
          infrastructures results a different scope of engineering
        
        
          inspection and supervision. Regarding this fact cities like
        
        
          Berlin, Hamburg, Essen and Vienna developed their own
        
        
          regulations. These regulations base on:
        
        
          
        
        
          DIN 1076 (Deutsches Institut für Normung 1999)
        
        
          
        
        
          BOStrab (Bundesministerium für Verkehr 2007)
        
        
          
        
        
          RiL 853 (DB Netz AG 2011)
        
        
          
        
        
          SIA 469 (Schweizerischer Ingenieur- und Architektenverein
        
        
          1997)
        
        
          The terms, time periods and the scope of the engineering
        
        
          inspection and supervision are different in the standards and
        
        
          regulations mentioned above. For tunnels and underground
        
        
          stations of urban metro systems the time periods and the scope
        
        
          standards are defined in DIN 1076, BOStrab and RiL 853.
        
        
          According to RiL 853 only an inspection every decade is
        
        
          scheduled. Table 1 shows the different regulations.
        
        
          Table 1. Engineering inspection and supervision.
        
        
          2 ENGINEERING INSPECTION AND SUPERVISION
        
        
          OF URBAN METRO SYSTEMS
        
        
          The Institute and Laboratory of Geotechnics of Technische
        
        
          Universität Darmstadt (TU Darmstadt) developed on behalf of
        
        
          the operator of the public transport system of Frankfurt am
        
        
          Main, the VGF, a new concept for engineering inspection and
        
        
          supervision of the tunnels and underground stations of the urban
        
        
          metro system.
        
        
          The following boundary conditions are considered:
        
        
          
        
        
          type of construction, size, number and age of the
        
        
          underground structures
        
        
          
        
        
          soil and groundwater conditions
        
        
          
        
        
          practicability and economic efficiency of the modalities and
        
        
          procedures of the engineering inspection and supervision
        
        
          
        
        
          construction processes on the surface that have an influence
        
        
          on the underground structures
        
        
          Figure 2. Urban metro system of Frankfurt am Main.
        
        
          The construction of the urban metro system of Frankfurt am
        
        
          Main started in 1962. The underground structures were built
        
        
          with the cut-and-cover method in open excavations or were
        
        
          mined using the New Austrian Tunnel Construction Method or
        
        
          tunnel boring machines. The tunnel sections have 2 tracks in 1
        
        
          tube or 2 parallel tubes with 1 track each. The urban metro
        
        
          system consists of 23 km of tunnels (1 resp. 2 tubes) and 26
        
        
          underground stations. An extension consisting of 2 km of
        
        
          tunnels and 4 new underground stations is planned. An
        
        
          overview of the urban metro system is given in Figure 2.
        
        
          Under consideration of the above mentioned boundary
        
        
          conditions the following procedures of the engineering
        
        
          inspection and supervision of the urban metro system of
        
        
          Frankfurt am Main are planned:
        
        
          
        
        
          standard inspection (E)
        
        
          
        
        
          main inspection (H)
        
        
          
        
        
          special inspection (S)
        
        
          
        
        
          supervision (B), in the structures and on
        
        
          surface
        
        
          The system of engineering inspection and supervision is shown
        
        
          in Figure 3 and defines the modalities and procedures for the
        
        
          tunnels as well as for the underground stations.
        
        
          The standard inspection (E) is a visual inspection done on the
        
        
          traffic level of the structures every 3 years, but not in years
        
        
          when a main inspection (H) is scheduled. The main inspection
        
        
          (H) is an inspection close to the structure. For main inspection
        
        
          (H) auxiliary devices like mobile racks are necessary. Main
        
        
          inspections (H) are also carried out before the period of
        
        
          warranty ends. Special inspections (S) are carried out after
        
        
          incidents with a strong impact on the structure (e.g. accident,