The application of rock mass classification systems to underground excavation in weak limestone, Ataturk dam, Turkey


Tugrul A.

ENGINEERING GEOLOGY, cilt.50, ss.337-345, 1998 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 50
  • Basım Tarihi: 1998
  • Doi Numarası: 10.1016/s0013-7952(98)00034-9
  • Dergi Adı: ENGINEERING GEOLOGY
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.337-345
  • İstanbul Üniversitesi Adresli: Evet

Özet

The Ataturk dam was built across the Firat River on clayey limestone. A grout curtain, providing impermeability in the left and right abutments, was done in grouting galleries. The well known rock mass classification systems for tunneling purposes [rock structure rating (RSR), rock mass rating (RMR) and rock mass quality index (Q)] were used to classify the rock mass along these galleries. Based on RSR, RMR and Q values, the rock masses in the galleries have been classified into three different classes. Correlation between the three classification systems is discussed and suggestions are made for using rockbolt, shotcrete with wiremesh and steel ribs for supporting the rock mass. (C) 1998 Elsevier Science B.V. All rights reserved.