Rock burst
A rock burst is a spontaneous, violent failure of
Details
Rock bursts result from brittle fracturing of rock, causing it to collapse rapidly with violent spalling of rock that is approximately 100 to 200 tonnes, or more. This release of energy reduces the potential energy of the rock around the excavation. Another explanation is that the changes brought about by the mine's redistribution of stress trigger latent seismic events, deriving from the strain energy produced by its geological aspects.[2][3][4]
The likelihood of rock bursts occurring increases as the depth of the mine increases.
Mitigation
Approaches for dealing with rock bursts can be divided into two categories: tactical measures, which can be taken locally and at short notice in response to a heightened level of rock burst hazard, and strategic measures, which must be integrated into the mine design process and long-term planning.[2]
Tactical measures
A number of tactical measures have been used successfully to reduce rockburst hazards. They include:[2]
- Using support systemsthat absorb energy and deform without breaking. Even where these systems suffer damage, they are often able to limit falls of ground and permit access where other systems fail completely.
- Using destress blasting can reduce rock burst hazards, particularly highly stressed brittle rock. Destress holes can be efficiently integrated into conventional rounds. Destress blasting of large volumes, however, can be more problematic.
- Slowing the rate of extraction will often reduce the amount of seismicity in relation to tonnage mined and may actually prevent bursting under some conditions.
Strategic measures
Strategic measures that have been used successfully include:[2]
- A properly planned sequence of stoping for the whole ore bodyshould be adopted and followed as closely as possible.
- The merging of large excavations at depth should be avoided.
- Pillars, or volumes of rock in between excavations, should be eliminated or reduced to a minimum.
- Parallel veins should be stoped singly, the hanging wall vein first (footwall vein first if underhand mining).
- Where veins branch, stoping should begin at the intersection and then progress away from the intersection one branch at a time.
- Where possible, stoping should proceed away from a fault or other plane of weakness.
- Mined-out areas should be filled, and filling should proceed concurrently with extraction and be kept as close to the face as possible.
See also
References
- OCLC 1057952976.
- ^ a b c d e f Whyatt, J.K.; Blake, W.; Williams, T.J.; White, B.G. (February 2002). 60 Years of Rockbursting in the Coeur d'Alene District of Northern Idaho, USA: Lessons Learned and Remaining Issues. 109th Annual Exhibit and Meeting, Society for Mining, Metallurgy, and Exploration. www.cdc.gov. Phoenix, Arizona. Retrieved 2019-04-03. This article incorporates text from this source, which is in the public domain.
- ^ ISBN 0-314-09577-2.
- ^ ISBN 0-393-97423-5.
- ^ Agrawal, H.; Durucan, S.; Cao, W.; Korre, A. (June 2021). Probabilistic Risk Assessment of Rock Bursts and Excessive Gas Emissions in Longwall Top Coal Caving Mining. 55th U.S. Rock Mechanics/Geomechanics Symposium. Retrieved 2022-11-01.