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31.08.2015
HERRENKNECHT: The ultimate breakthrough
When attacking great challenges in tunnel construction no one ever did before, state-of-the-art technology is one thing. Much more decisive is an unshakeable pioneering team spirit and trust in each other – especially when things get really tough. Tunnelling crews at the Eurasia Tunnel have proven that impressively when breaking through in Istanbul on August 22, 2015 in the presence of Prime Minister Ahmet Davutoğlu, Minister of Transport Feridun Bilgin and former Minister of Transport Lütfi Elvan.
After 16 months of tunnelling, on August 22, 2015 a tunnel boring machine from Herrenknecht successfully crossed under the Bosphorus. Well-wishers on the breakthrough celebration included the Turkish Prime Minister Ahmet Davutoğlu (mid), vice chairman Erdem Arıoğlu from Turkish construction company Yapı Merkezi (right) and company founder and Chairman of the Board of Management from Herrenknecht, Dr.-Ing. E.h. Martin Herrenknecht.
The cutting wheel of the 13.66m diameter TBM briefly after the breakthrough in the target shaft on the European side of the Bosphorus. The different changeable excavation tools like disc cutters and scrapers placed on the 6 main spokes can be recognized easily.
The Mixshield type Herrenknecht TBM S-762 (Ø 13.66 m) was assembled and extensively tested at the Herrenknecht AG plant in Germany. One of the technical innovations is an accessible cutting wheel for safe replacement of the excavation tools under atmospheric conditions. Special lock systems allow interventions at up to 11 bar ambient pressure.
The technically extremely complex challenges make the construction of the 3.34 kilometer long tube for the Eurasia Tunnel one of the world's most demanding tunnelling projects. Thanks to the optimal cooperation of all project partners, tunnelling was completed on schedule on August 22, 2015.
From the launch shaft on the Asian side the Eurasia Tunnel runs beneath the Bosphorus towards Europe – at a depth of up to 106 meters below sea level. Inclinations of up to 5% were overcome.

The Bosphorus road tunnel project which broke through this week in Turkey's great city of Istanbul, is a major achievement on one of the world's biggest and most challenging tunnel drives. At 13.66m diameter and 11 bar of water pressure in fractured rock and soft ground the 3.34km long bore is unprecedented. It has needed skillful engineering on site and extended TBM technology to do it.
 
Making the job more difficult for both tunnellers and tunnel machine is the combination of challenges. Many tunnels face high water pressure, though not quite so high as this, and many tunnels face blocky, fractured, abrasive and difficult rock. Many tunnels have to go through soft ground and some have to make a transition between hard and soft. Some tunnels have very big diameters. For the Bosphorus all these factors came together at once. On top there was also a high seismic risk from the major Marmara fault line just to the south of Istanbul. Special yielding joint technology has been applied at two critical points, the joint segments produced and tested in Japan.
 
The tunnel runs across the narrow Bosphorus seaway connecting the Black Sea to the small Sea of Marmara and the Mediterranean beyond it. The sea channel famously separates not just two sides of the city but two continents, Europe and Asia. The new route sits at the south-east end of the Bosphorus, on the populous urban coast of the Marmara sea, running between the historic Golden Horn peninsula on the west with its Blue Mosque and Hagia Sophia, and the port districts on the Asian side. There has been no connection directly between these important areas.
 
Currently ferries link the bustling conurbation at various points and there are two major road bridges at the mid-point of the Bosphorus. But both are clogged with traffic at rush hours. Now the new tunnel section, and the overall 14.6km long highway it is part of, will cut journey times from a 100 minutes round trip to a 15 minutes direct journey. The link will also relieve traffic loads on the bridges but without intruding on the famous skyline. But to do it, the alignment must go 106m deep under the Bosphorus.
Meaning "throat" in the Turkish language, the great channel was carved through the local Trakya Formation, a complex of sandstones and mudstones, by sudden massive flows of water between the seas in geological times. In the glacial period it was partly filled with soft alluvial deposits but the water is still 62m deep where the tunnel crosses, with bedrock 40m below that. The tunnel goes through the permeable sediment and highly fractured rock, each saturated with the seawater above. "That meant using a TBM that could handle hard and soft ground and at high pressure" says Gert Wittneben, TBM construction manager for the YMSK joint venture building the tunnel. YMSK JV is a combination of Turkish contractor Yapı Merkezi Construction as leader and Korean firm SK Engineering & Construction as partner. "It had to be a slurry machine, a Mixshield type."
 
The impermeable reinforced concrete segments used in the subsea tunnel have an average compressive strength of 70 megapascal and were produced by the Yapı Merkezi Prefabrication division.
The TBM from Herrenknecht has a face provided with both hard rock discs cutters, mounted on six radial arms, scrapers and buckets and openings between for the slurry support and spoil removal. The chosen TBM was designed with some special features to tackle the conditions. Firstly of course it had to resist the very high pressure, up to possibly 12 bar, in itself a challenge. Then as far as possible it had to allow working conditions inside at atmospheric pressure and a key element in this was to be able to change disc cutters. "We have used a sophisticated system to allow the disk changing directly from within the cutter arms at atmospheric pressure" says Werner Burger, head of engineering at Herrenknecht. He says the design approach was first used on a machine in Hamburg but not at this size and depth. Discs, which are 19" double edge types, are removed from the face along with their housing and a new cutter-housing unit is installed, the operation taking about two to three hours. Overall, approximately 500 excavation tools have been changed during the complete drive – all under atmospheric pressure from within the cutter arms.
 
Inside the control cabin of the Herrenknecht TBM, a special monitoring system from VMT was used for the first time. It monitors the performance of the disc cutter system, measuring key values like rotation and temperature. Results are displayed on a screen where sound units are shown in green and abnormal discs show a yellow or red alert. "Normally a disc should be revolving and if it slows or stops that is an indication of wear or even a possible breakage" says Wittneben. "It is important to know if a unit is jammed or broken, particularly to prevent metal debris getting into the rest of the face or spoil crusher system, where secondary damage can occur which is difficult to cope with." He says that after a few teething problems the system has proved excellent and beneficial for the disc cutter performance. It works in conjunction with a wear detector pin system, which is a hollow projection alongside the disc with pressurized hydraulic fluid inside. If the disc wears too far the top of the pin is worn off and fluid released which a pressure detector picks up, again alerting the operator.
 
To change the heavy disc cutters and housing units, weighing up to 1 tonne, the TBM is fitted with an internal railway with a carrying trolley and lifting equipment. The same rail is also used to transport a diving pressure transfer chamber in case of interventions needed into the pressure chamber behind the TBM cutting wheel. The pressure compartment fits onto a special airlock at the top of the bulkhead, lifted up by a scissor platform at the end of the rail. Divers use the chamber to return to surface and enter a decompression unit where they have to stay up to three weeks after a dive. "The TBM bulkhead is also provided with a central lock to allow access into the central bearing area" says Burger. Both locks are part of a specification on the machine allowing for hyperbaric interventions, a feature to allow for possible maintenance or repair needs which would otherwise have been extremely difficult if not impossible. Access from outside the machine, if it had stopped, would have been impossible at 106m water head. Several uses have been made by an onsite diving team.
 
Other special features on the machine include extra "chisel" grill bars across the slurry openings in the face. These allow for the heavily fractured quality of the Trakya Formation which meant blocks coming away from the face. They were kept in front of the cutting wheel until TBM action reduced their size enough to allow through the spoil grill into the jaw crusher and then slurry line to surface.
 
“We are proud that we could have contributed an important part to the success of this milestone project” said Dr.-Ing. E.h. Martin Herrenknecht, founder and CEO of German-based Herrenknecht AG. “But state-of-the-art technology is only one puzzle piece. Completion was only possible thanks to the great teamwork and pioneering willpower all parties demonstrated in a perfect way”, he added. Başar Arıoğlu, Chairman of the Turkish construction company Yapı Merkezi, leaves no doubt that the now finalized tube under the Bosphorus is an engineering masterpiece. "It was a difficult path from the outset, but finally we made it despite the great challenges", he said at the ceremony in Istanbul on August 22, 2015. “The fact that we have now successfully completed the breakthrough is like a dream come true for me”.
 
MACHINE DATA
Machine type: 1 x Mixshield
  • Excavation diameter: 13,710 mm
  • Shield diameter: 13,660 mm
  • Drive power: 4,900 kW
  • Torque: 23,290 kNm
  • Total machine length: 120 m
  • Total weight: 3,300 t
  • Special features:
    • Cutting wheel with accessible spokes and special lock systems for tool change under atmospheric conditions
    • Option of temporary installation of a man lock in the center area or alternatively a transport lock to allow compressed air work within the cutting wheel structure
EURASIA TUNNEL PROJECT DATA
  • Client: Republic of Turkey Ministry of Transport, Maritime Affairs and Communications and General Directorate of Infrastructure Investments (AYGM)
  • Customer: Yapı Merkezi İnşaat ve Sanayi A.Ş. (Leader) and SK Engineering & Construction Co. Ltd Joint Venture
  • Application: Road
  • Drive length: 3,340 m
  • Geology: Heterogeneous soils, 70% Trakya Formation (mudstone, sandstone, volcanic rock and solid rock) and 20% marine deposits (clay, silt, sand, gravel, boulders)
  • Maximum water pressure: 11 bar
Herrenknecht AG
Tunnelvortriebstechnik
Schlehenweg 2
77963 Schwanau

Telefon 07824 320-0
Telefax 07824 302-473
E-Mail info@herrenknecht.de
Internet www.herrenknecht.de
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