Page 37 - World Of Nurol Magazine-27
P. 37

kinds of soil investigations of the   “The only
              region geologically  and seismically   applicable
              in 2010 in 4 months. After that,
              FUGRO Company determined the       criteria in the
              design criteria for İzmit Bay Crossing
              Bridge, drew the maps of the       ranking of
              region with and without faults and   Suspension
              made the earthquake engineering
              interpretations  including  the    Bridges in
              following subjects:
                                                 the world
              • It developed the “seismo-technical   engineering
              modeling of the region”.
              • It determined the seismic damage   literature is
              analysis probabilities.
              • It determined the non-linear soil   the main span
              reaction analyses.
              • It developed the design ground   distance. With
              movements    by   taking  into     1.550 meters of
              consideration sinking effect.
              • It made the fault displacement   middle span,
              probability damage analyses.
                                                 Osmangazi
              A safe  bridge  design  with seismic   Bridge ranks
              resistance  was  found  as   a
                                                   th
              consequence of this information.   4  among the
              There  was the  information  that  in   largest bridges
              the original design of the bridge the   of the world.”
              distance between the two towers
              was greater and the southern tower
              was on land. As far as we can see
              from the later implementations,
              the  distance  was  shortened  and
              became 1,550 m. and the southern
              tower was relocated in sea. Can we
              learn the reason for this?

              As the sea span crossed by the
              bridge is 3000 meters, the bridge
              towers  always  had  to  be  in  sea.
              In the batimetric measurements
              NÖMAYG had FUGRO Company
              perform in April 2010, it was found
              out that the planned location of the
              southern tower at around -5 meters
              depth was a very steep slope with
              landslide track.
              As it was not appropriate  to place
              the tower foundation on this slope,
              the southern tower had to be moved
              towards north 150 meters. In order
              to keep the bridge span constant,
              it would have been necessary to
              move the Northern Tower and
              Northern Anchorage together with
              the Southern Tower toward north by
              the same distance, but in that case
              Northern Anchorage block would
              overlap  with  the  existing  railroad
              line. For this reason, Northern Tower
              and Northern Anchorage were left in
              their places and only the Southern
              Tower was moved towards north.

              I watched the construction video
              of the towers with admiration. One
              feels proud, seeing the level of the
              technology and its implementation
              in our country. What are the
              technical   characteristics  of
              Osmangazi Bridge, such as length,
              span, height?

              The  only applicable criteria  in  the
              ranking of Suspension Bridges in
              the world engineering literature is
                                                                                                                  Osmangazi Bridge 37
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