TY - GEN
T1 - The performance of a roadheader in high strength rock formations in Küçüksu tunnel
AU - Bilgin, N.
AU - Tumac, D.
AU - Feridunoglu, C.
AU - Karakas, A. R.
AU - Akgul, M.
PY - 2005
Y1 - 2005
N2 - The main objective of this study was to investigate the performance of a roadheader used for the excavation of Küçüksu Sewage Tunnel having a length of 1037.52 m. The tunnel is located in Anatolian part of Istanbul and constructed by STFA for Istanbul Water and Sewerage Administration (ISKI). Detailed statistical analysis showed that net advance rate of the roadheader is directly influenced by rock compressive strength, rock mass quality designation and water income. In the second stage of the research study, a big rock block taken from the tunnel face was subjected to full-scale rock cutting tests in the laboratory using a linear cutting machine. Cutter force and specific energy values were recorded for different depths of cut and cutter spacings and likely net cutting rate of the roadheader excavating rock formation was predicted using specific energy and cutter head power. In situ cutting rate and laboratory predicted values were compared in order to test the validity of the full scale rock cutting tests.
AB - The main objective of this study was to investigate the performance of a roadheader used for the excavation of Küçüksu Sewage Tunnel having a length of 1037.52 m. The tunnel is located in Anatolian part of Istanbul and constructed by STFA for Istanbul Water and Sewerage Administration (ISKI). Detailed statistical analysis showed that net advance rate of the roadheader is directly influenced by rock compressive strength, rock mass quality designation and water income. In the second stage of the research study, a big rock block taken from the tunnel face was subjected to full-scale rock cutting tests in the laboratory using a linear cutting machine. Cutter force and specific energy values were recorded for different depths of cut and cutter spacings and likely net cutting rate of the roadheader excavating rock formation was predicted using specific energy and cutter head power. In situ cutting rate and laboratory predicted values were compared in order to test the validity of the full scale rock cutting tests.
UR - http://www.scopus.com/inward/record.url?scp=73749087902&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:73749087902
SN - 0415374537
SN - 9780415374538
T3 - Underground Space Use: Analysis of the Past and Lessons for the Future - Proceedings of the 31st ITA-AITES World Tunnel Congress
SP - 815
EP - 820
BT - Underground Space Use
T2 - 2005 ITA-AITES World Tunnel Congress and 31st General Assembly
Y2 - 7 May 2005 through 12 May 2005
ER -