RI 7881 Tunneling Machine Research - Interaction Between Disk-Cutter Grooves in Rocks

- Organization:
- The National Institute for Occupational Safety and Health (NIOSH)
- Pages:
- 24
- File Size:
- 2148 KB
- Publication Date:
- Jan 1, 1974
Abstract
The Bureau of Mines conducted groove cutting experiments in marble, lime-stone, granite, and quartzite with a 7-inch disk cutter under a normal thrust of 7,000 lb. The values of muck weight per unit length, specific energy, cutting coefficient, and groove depth for each of these rocks were determined for groove spacings ranging from 0.1 to 4 inches, and from these results the values of optimum and critical spacing were computed" The results indicate that compressive strength may be used to predict some of the cutting characteristics of the independent grooves. Considering all the cutting characteristics, particularly those for the interacting grooves, Shore hardness, coefficient of rock strength, and torsional velocity correlate with cutting characteristics better than do other physical properties. Some of the field applications of the principles established in this report are identified.
Citation
APA:
(1974) RI 7881 Tunneling Machine Research - Interaction Between Disk-Cutter Grooves in RocksMLA: RI 7881 Tunneling Machine Research - Interaction Between Disk-Cutter Grooves in Rocks. The National Institute for Occupational Safety and Health (NIOSH), 1974.