Single Pass Bolting Approach for the Stabilisation of Rock Masses in High Stress Conditions

- Organization:
- Canadian Institute of Mining, Metallurgy and Petroleum
- Pages:
- 8
- File Size:
- 879 KB
- Publication Date:
- Nov 1, 2011
Abstract
High stress conditions in underground mines push the performance envelope of support systems to their limit. In weak rock masses these conditions lead to large deformation and breakdown of the rock material, while stress release events in hard rock mines can lead to sudden and usually violent rock and support failure. In typical support systems, a combination of different reinforcement and support mechanisms provide the required convergence control and retainment. These systems usually involve a multi-pass support installation. The advantages of a single pass support system are investigated and several bolting combinations are compared. Criteria for design are reviewed and new criteria are proposed to include cost and effectiveness in commonly used engineering approaches. Field observation and testing is used to illustrate the difference between the proposed approach and more conventional systems.
Citation
APA:
(2011) Single Pass Bolting Approach for the Stabilisation of Rock Masses in High Stress ConditionsMLA: Single Pass Bolting Approach for the Stabilisation of Rock Masses in High Stress Conditions. Canadian Institute of Mining, Metallurgy and Petroleum, 2011.