Page 10 - Railways
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RAILWAYS                                                                The excellence of collaboration






            It should be noted that the measurements were tied to the  3. WHY WAS THE GRP SYSTEM SELECTED FOR
            already existing trigonometrical network within the tunnel, after  THE SPECIFIC PROJECT?
            it was first checked.
                                                                       The project requirements and the large volume of the works
            •   Above-ground:                                    necessitated  highly  precise  measurements  in  the shortest
                                                                 possible time. The GRP system and the appropriately trained
                 Here the monitoring of micro-movements pertained to the
            buildings and any settlements of the paving above the specific   staff made both these possible and the high density of the
            tunnel. In order to proceed to the measurement stage, a new   measurements, so that the final result reflects uniformity and
            horizontal and elevation network had to be established and   continuity, and the construction conforms, to the greatest
            resolved first, this time above ground the tunnel.   possible degree, with the study drawn up in advance.
                                                                       Another advantage of surveying and concurrently tracing
            Therefore, angle measurements and levelling of the established
            fixed points-peaks on the road directly above the tunnel were   with the GRP system, was that the survey crew could consist of
            made. Then a secondary trigonometric network was established   a single person, as the geodetic station operates automatically,
            and resolved with the corresponding angle measurements, i.e.   thus economizing human resources.
            reference targets that were installed at points outside the zone
            of  influence  of  the  works,  where  the  control  measurements
            were tied. These controls were installed on all the buildings   4.) WHAT WERE THE PRESENTED PROBLEMS?
            inside the zone of influence of the works and they were the       a) The main problem that had to be dealt with was that
            object of the measurements for any micro-movements. Their  during the establishment of the trigonometric network along
            results, respectively, were sent to the construction company  the track, and the surveying of their existing conditions, the
            daily.                                               trains operated normally, and thus the surveying works were
                                                                 carried out with increased risk because of the frequent routes
                                                                 and the powered railway tracks.























































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