Page 37 - World Of Nurol Magazine-26
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according to assumptions called return  describe that; we embed a reinforced  first was the incrementally launching
        period to which the static calculators  concrete apartment with a size of 8 x 21  with the push method. We solved 1,123
        have a better command of. There are  meters, up to 22 meter down into the  meter section of the bridge deck, by the  “Success had
        return periods for 150 years, 1000  ground. This was done with the method  method of incrementally launching with   four steps.
        years and 2 thousand 475 years. That  of filling the holes dug at the required  the push method. It was very difficult to   Dreaming,
        means; an earthquake with occurrence  width same as the pile structures. This  do that upward with 3.5 % inclination.
        possibility of every 150 years, with  method is commonly used, especially in  At the juncture with the bridge, owing  believing,
        occurrence possibility of every 1000  the Far East countries in the world those  to the deck route  is flattened by leaving   working
        years  and  with  occurrence  possibility  are accustomed to earthquakes.   radius, we could not perform the last two   hard and
        of every 2 thousand 475 years, Of                               span with the  incrementally  launching,
        course there is no record for an  On this reinforced foundation, we are tied  so, eventually  we choose the heavy  share. The
        earthquake with occurrence possibility  with a embedded anchorage structure,  lifting method that is the second critical   item I have
        of 2 thousand 475 years. Moreover,  and the structure is fully welded from its  construction technique.   to explain
        the theories of earthquake return  steel piers. There is no fixed connection
        period for 1000 years and 2 thousand  between the pier and bridge deck, there  As far as we know, a world  mostly was
        475 years are available in the design  are seismic isolation equipment such as  record was broken in the   to share.
        criteria in 10 years. If this bridge has  lead rubber bearings spherical bearings  project. Would you explain
        been constructed 15 years ago, that  and hydraulic dampers.  In this sense,  the “manufacturing, joining   No success
        maybe would have been made for an  South Approach Viaduct will be the  and driving processes?     is possible
        earthquake for 150 years.      most technologic bridge in Turkey.                                 without
                                                                        The  structure consists of  32 thousand   sharing. We
        We are constructing this bridge  Can we get information  500  tons  of  steel,  including  the  footing,
        for 99 years lifetime and design so  about the difficulties you  The production of this steel structure was  overcome
        as to withstand for an earthquake  have encountered, used  designed with the orthotropic section,   every
        with occurrence possibility of  materials and their sizes,  by separating first to modular parts and   difficulty
        2 thousand 475 years,  along 99  during the construction of  then to the sub component parts that
        years. The structure does not collapse  viaduct?                can be transported by land from the  we’ve
        even under the worst conditions.                                production facility.  All  of  the  steel  plates   encountered
        In the earthquake with occurrence  The biggest arduousness is not having  have  been  imported  from  Italy  and  only   by believing
        possibility of 2 thousand 475 years,  a similar example of this viaduct in  for raw material transfer, thousands of
        failure of individual components may  the world. The route had been offset  TIR transportation were used. All designed  these items
        occur to closure of the traffic, on the  with a 2 thousand meter radius in  panels were unique and therefore the   from the
        other  hand,  in  the  possibility  of  an  order to be in harmony the natural  needed sub-components were requiring a   moment we
        earthquake for 1000 years, there is  a  structure of  the Hersek peninsula wild  comprehensive manufacturing and logistics
        design that withstands and durable  life that provides breathing-space for  planning so as they have to be supplied  started the
        against to the said earthquake that  migratory birds at Hersek Lake.  when needed.                construction
        enables repair works without closing                                                              of the
        traffic. In the earthquake for 150 years  We  had  to develop  very  fast  solutions.  This planning was started by determining
        our bridge by no way been affected.    For  this purpose we chose  two  critical  the point where every steel plate  project.”
                                       construction  techniques  with  our purchased would be used, the production
        The South Approaching          Taiwanese design firm Wiecon.  The  was planned.
        Viaduct is very close to the
        North Anatolian Fault that
        is one of the world’s activist
        seismic regions. What are
        the precautions taken in
        this regard?


        Being so close to the North Anatolian
        Fault, was one of the most tough
        side. The Gölcük earthquake in
        1999, gave a lot of lessons to the
        construction sector. One of these most
        important lessons was the demolition
        of the structures due to the structures
        on the piles which were subjected to
        individual fragmentation due to the
        piles were independent from each
        other. During the bidding period, as a
        consequence of additional soil surveys
        we have that done at each corner of
        foundations on which each leg would
        be lodged, we made the foundation
        structure that looks like pile, with
        diaphragm base, which is integrated
        with each other as bearing structure.
        This  is  the  first  time  in Turkey  was   Erol BUYURGAN, Semih KAYAALP, Melih KAYAALP, Gürhan ÇARMIKLI, Oğuzhan ÇARMIKLI ,
        applied  in  this  project.  If  we  roughly   M. Oğuz ÇARMIKLI, K. Yavuz BATUM, Bülent ERDOĞAN, Levan VARSHALOMIDZE
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