combination with a recycling machine because it does not
        
        
          have extra additives, which can obstruct the screens. The
        
        
          drilling fluid was checked continuously during mixing, upon
        
        
          return to the recycling unit, and then finally when it came
        
        
          out of the recycler. When necessary, the mud-engineer
        
        
          could instruct to adjust the bentonite content, increase it or
        
        
          dilute it.
        
        
          For the lubrication of the tunnel, Tunnel-gel Plus in
        
        
          combination with some additives was used. PAC-L has been
        
        
          added to give a stronger filtercake in the several formations,
        
        
          which had to be passed. When the formation became too
        
        
          coarse, a fibre (IPR-007) in combination with the PAC-L was
        
        
          added to the bentonite, which sealed the coarse formation
        
        
          completely. The fibre fixes the coarse formation and creates a
        
        
          kind of spider web, reducing the pores). The bentonite and the
        
        
          PAC-L can easily attach themselves to the fibre and seal the
        
        
          formation.
        
        
          During the drilling it was noted that, when adding a
        
        
          lubricant (IDP-605) to the bentonite, the friction was reduced
        
        
          by half. In addition to using the correct type of bentonite, the
        
        
          total fluids system resulted in extremely low pushing forces
        
        
          and drilling speeds of up to 40 m/day.
        
        
          Inter-jack stations: available but not used
        
        
          Since the geological conditions were expected to be complex,
        
        
          it was decided to install inter-jack stations at approximately
        
        
          every 150 m. In case of unexpected circumstances, which could
        
        
          cause temporary increase in pushing force, then the inter-jack
        
        
          stations would be available for support. However, none of
        
        
          the stations has been required for such complementary push
        
        
          force. Only after a temporary suspension of the pushing during
        
        
          replacement of the cutting disks the inter-jack stations were
        
        
          used to assist in the resumption of the pushing.
        
        
          Underwater cutting disks replacement
        
        
          At a distance of 178 m from the starting point, it became
        
        
          clear that the cutting disks needed replacement. As the
        
        
          disks are placed in front of the machine, whilst the machine
        
        
          is submerged under the river’s soil, divers had to enter the
        
        
          machine’s head front door to access the disk slots and replace
        
        
          the disks.
        
        
          Stringent safety requirements
        
        
          The HSE requirements for an accessible subsurface tunnel
        
        
          of this length were obviously significant and stringent.
        
        
          Maintenance and inspection crew were entering the tunnel on
        
        
          a daily basis, up to the machine at the end of the tunnel. For
        
        
          the purpose of increasing safety, A.Hak Drillcon has used an
        
        
          entire range of navigation, survey and monitoring technology
        
        
          from Herrenknecht’s subsidiary VMT. Using IRIS.microtunnel,
        
        
          a webbased data management and monitoring system, it was,
        
        
          among other things, possible to permanently monitor all
        
        
          support pressures while comparing them in parallel with the
        
        
          fluctuating tides of the Elbe.
        
        
          The safety concept of the site is realised through the
        
        
          communication infrastructure HADES: The wireless and fibre-
        
        
          based system is a supplier of video images and gas detection
        
        
          values, provides the network connection for the installed
        
        
          geoscanne, equips the staff on site with mobile phone and
        
        
          integrated gas and fire alarm and provides an access control
        
        
          into the shaft via RFID tags.
        
        
          Gas pipelines pull-in
        
        
          Upon completion of the concrete tunnel, the two 750 mm gas
        
        
          pipelines were pulled into the tunnel with assistance of one of
        
        
          A.Hak Drillcon’s HDD rigs. The drill rod was led into the tunnel,
        
        
          connected to the pulling head of the pipelines, and supported by
        
        
          carriages, the pipelines were pulled into the tunnel towards the
        
        
          HDD rig.
        
        
          Grouting after completion
        
        
          When the pipelines and the HDPE conduits assembly had been
        
        
          pulled into the tunnel, a final inspection took place. Then upon
        
        
          acceptance of the pull-in operation, the empty space between the
        
        
          assembly and the tunnel was filled entirely with grout, rendering
        
        
          two gas pipelines and the conduits as encased in one solid
        
        
          concrete underpass under River Elbe.
        
        
          A high profile project
        
        
          A high profile project has been completed successfully. This
        
        
          tunnel ranks amongst the largest microtunnelling projects in the
        
        
          world!
        
        
          Figure 3.
        
        
          Emerging in the reception shaft on Lühesand Island.
        
        
          AUGUST 2015
        
        
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