Disc Cutting Tests on Dry and Saturated Sandstone: Muck as a Performance Estimator

A series of full scale laboratory linear rock cutting tests was carried out with a long bladed single disc cutter (292 mm diameter, 11 mm wide constant cross-section blade) on dry and water saturated sandstone blocks using a linear rock cutting machine (LRCM). The muck collected from the cutting tests has been analyzed to establish a link with the specific energy (SE) of the operation. Coarseness index (CI), a non dimensional parameter, has been found to be a useful indicator of the relative efficiency of the cutting operation. An inverse relationship of the form SE = k CI -n is observed between SE and CI with very high CI usually corresponding with the lowest values of SE. The power n of the relationship for both dry and saturated rock tests is much less than the values found in the previous studies using constant cross section disc cutters and is believed to be dependent on the strength of the rock and the cutter type used. Although the average CI is found to be lower for saturated rock than for dry rock, at the same time saturated rock cutting is found to be less energy intensive (in terms of SE) than dry rock cutting. Moderate correlation exists between the production rate or yield and the SE of the cutting operation for both dry and saturated rock, which can provide some useful information about the field production rate discounting the effect of discontinuities in the rock mass.

[1]  H. Copur,et al.  Specific energy as a criterion for the use of rapid excavation systems in Turkish mines , 2001 .

[2]  C. Balci,et al.  A set of indices based on indentation tests for assessment of rock cutting performance and rock properties , 2003 .

[3]  Cemal Balci,et al.  Control of rock cutting efficiency by muck size , 2008 .

[4]  Richard E. Gertsch,et al.  Rock toughness and disc cutting , 2000 .

[5]  R. A. Snowdon,et al.  A study of disc cutting in selected British rocks , 1982 .

[6]  F. F. Roxborough,et al.  Rock excavation by disc cutter , 1976 .

[7]  Cemal Balci,et al.  Correlative study of linear small and full-scale rock cutting tests to select mechanized excavation machines , 2007 .

[8]  M. Z. Abu Bakar,et al.  Saturation Effects On Disc Cutting of Sandstone , 2011 .

[9]  E SpeightH Observations on drag tool excavation and the consequent performance of roadheaders in strong rock. , 1997 .

[10]  J. S. Barker,et al.  A laboratory investigation of rock cutting using large picks , 1964 .

[11]  R. Altindag,et al.  Estimation of Penetration Rate in Percussive Drilling by Means of Coarseness Index and Mean Particle Size , 2003 .

[12]  I. Smith,et al.  Correlation of rock properties and the cutting performance of tunnelling machines , 1977 .

[13]  Priscilla P. Nelson,et al.  10 – TBM Performance Analysis with Reference to Rock Properties , 1993 .

[14]  Cemal Balci,et al.  Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation: A case study in Kozyatagi-Kadikoy metro tunnel, Turkey , 2009 .

[15]  R. J. Fowell,et al.  Rock Machinability Studies For the Assessment of Selective Tunnelling Machine Performance , 1980 .

[16]  J. Mammen,et al.  A Study on the Effec t of Moisture Content on Rock Cutt ing Performance , 2009 .

[17]  Leslie S. Gertsch,et al.  Use of TBM muck as construction material , 2000 .

[18]  Leslie S. Gertsch,et al.  Disc Cutting of Low-Strength Brittle Rock , 2006 .