Zincirlikuyu İksa
Temporary shoring was designed by GEOBOS with reference to the Soil and Foundation Investigation Data Report and Geotechnical Report prepared for the relevant site. In the shoring project with a maximum excavation height of 11 m, a total of 1,935 m Ø65-55 cm diameter bored piles, 5,820 m temporary prestressed anchors and 752 m temporary soil nails were undertaken for temporary shoring.
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