
THE ANALAYSIS OF GROUND VIBRATION INDUCED BY BLASTING AT DIFFERENT ROCK UNITS ON ISTANBUL KADIK\"OY-KARTAL SUBWAY TUNNEL ROUTE
(SGEM Scientific GeoConference, 2007, U. Ozer, A. Kahriman, D. Adiguzel, M. Aksoy, A. Karadogan)
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This paper presents the results of ground vibration analysis induced by blasting during the construction of the Istanbul Kadık\"oy-Kartal metro tunnel. Different rock formations in this tunnel route which is 21,6 km in length were encountered during the excavation with blasting. As a first stage, Test site is divided into 3 main regions with respect to lithology changes in the rock units and Hoek’s Geological Strength Index value of these rock units. In the first region representing S8 shaft tunnels, 59 events ...

