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Peak particle velocity is the most important criterion for analyzing dangers resulted from ground vibration. According to the investigations, this parameter can independently indicate the possible damage and is proportional to it. Up to now, investigators have proposed many different formulas to calculate this parameter, but none of them are applicable for all areas and based upon regional conditions such as geological, technical, geotechnical, rock mechanical and so on, only one of these equations can be adopted....

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 in ...