The effects of using face bolt at shallow urban tunnels on the tunnel stability: Bornova metro case Si{dotless}ǧ şehir tünellerinde ayna çivisi kullani{dotless}mi{dotless}ni{dotless}n tünel durayli{dotless}li{dotless}ǧi{dotless}na etkisi: Bornova metro örneǧi

KÜÇÜK K., ONARGAN T., AKSOY C. O., Geniş M.

23rd International Mining Congress and Exhibition of Turkey, IMCET 2013, Antalya, Türkiye, 16 - 19 Nisan 2013, cilt.2, ss.1271-1281, (Tam Metin Bildiri) identifier

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası: 2
  • Basıldığı Şehir: Antalya
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.1271-1281
  • Anahtar Kelimeler: Face bolt, Shallow tunnel, Stability
  • Dokuz Eylül Üniversitesi Adresli: Evet

Özet

Settlements during the driving of the tunnel is an important part of excavated tunneling process until the establishment of support and tunnels pre convergences due to the movement of the face into the tunnel. Therefore possible to reduce the amount of ground face to increase the stability of the tunnel. To this end, the face into the fiber columns, jet grout columns, face bolt, etc., can be performed. In this study, the tunnel excavation stage of permanent support with other support systems studied the effect of the face and applying face bolting case studies were evaluated with the use of the stability of the tunnel. The results clearly demonstrated that the effect of the face bolts in the direction that prevents on the ground settlements.