Risk Management of Reactive Ground
Dr. Ramesh Dhoorgapersadh
Reactive ground is the term used to describe ground that contains high concentrations of sulphides (usually iron or coper) with the potential to react exothermically with ammonium nitrate-based explosives. This spontaneous chemical reaction involves the oxidation of sulphides by nitrates resulting in a quick and unstable rise in temperature. These unexpected and often intense reactions can lead to premature or unplanned initiation of explosives and toxic gas emissions, making reactive ground one of the most hazardous conditions in mining. The hazardous nature of reactive ground not only poses a threat to mining operations but can also lead to catastrophic accidents, including fatalities, injuries, and significant environmental damage. Therefore, identifying and addressing the risks associated with reactive ground is crucial for protecting both human lives and operational continuity.
Conducting geotechnical studies helps identify areas with reactive ground, enabling the implementation of targeted mitigation approaches. Reactivity screening can identify if site samples have the potential to react with ammonium nitrate explosives and can be used to determine the reactivity levels across the block. The assessment provides insights that can be used to manage reactive ground conditions and form the foundation of risk assessments and safety protocols that are specific to the site conditions.
Where reactive ground is found to be eminent, a risk assessment must be conducted and communicated with employees before any work is conducted in the area. The risk assessment should include assessing the compatibility of the selected explosive with the level of reactivity of the ground and adapting mitigation strategies such as using urea inhibited emulsion explosives or explosives and initiating products that are compatible with reactive ground and are formulated to withstand elevated temperatures. Monitoring controls of critical parameters such as temperature during the charging process should also be included in the risk assessment as controls to quickly identify and address changes in ground conditions.
Protocols to manage drill cuttings and preventing this from falling into blast holes is also a simple but key safety measure to mitigate the risks associated with reactive ground. Removing or clearing drill cuttings around the collar of the blast hole lowers the chance of cuttings mixing with explosives, thereby reducing the risk of a temperature buildup or explosive reactions.
Sleeving, a process whereby a plastic lining is applied to blast holes as a barrier between the reactive sulphides in blast hole walls and the explosives can be used to prevent exothermic reactions and unplanned detonations. This process does have limitations whereby the liner can split, or bulk explosives can split between the sides of the liner resulting in exposure of explosives to reactive ground. It is therefore important to note that the application of sleeves should be carefully evaluated especially with the use of uninhibited emulsion explosives.
In blasting operations involving reactive ground, managing the materials used for stemming is required to prevent unintended reactions between the stemming material and the explosive, reducing the risk of premature detonation. It is best practice to ensure that stemming material is tested to confirm that it is free of any reactive material. Unstemmed blast holes release any heat generated after the addition of explosives. To allow this, stemming should be the final step before blasting. However, blasting with unstemmed blast holes can lead to increased air blast and fly rock and the risks associated with this must be carefully considered against the benefits of heat release.
The number of people on the block during charging and stemming processes should be kept to a minimum. Personnel working on the block must be trained on monitoring and observing blast holes for signs of reactivity. These signs include the emission of fumes, smoke and unpleasant odours from the collar of the blast hole. Adequate emergency response and evacuation plans must be in place in the event that signs of reactive ground are observed or detected during blasting activities. The plans must be clearly communicated to all personnel working on the block and rehearsed or mock drills should be conducted to verify the awareness level of personnel and adequacy of emergency response systems.
Unplanned detonations resulting from reactive ground can have severe consequences. By implementing robust monitoring processes, including the regular review and update of risk assessments for sites with known reactive ground, mining operations can significantly reduce the likelihood of such incidents. Establishing and adhering to specific operational procedures for charging activities in reactive ground areas, coupled with ensuring that personnel are thoroughly trained and equipped to handle these conditions, are also essential measures to help prevent incidents.
References
- Australian Explosives Industry and Safety Group Inc. (2017) Code of Practice: Elevated Temperature and Reactive Ground. Edition 4. March.
- Pieterse, D. and Small, G. (n.d.) Reactive Ground Blast Management in a South Africa Open Pit Zinc Mine. [online] Available at: https://beacon.by/teracore/reactive-ground-blast-management-in-a-south-africa-open-pit-zinc-mine?t=1742388395
- Oates, T.E. and Spiteri, W. 2021 Stemming and best practice in the mining industry: A literature review. Journal of the Southern African Institute of Mining and Metallurgy, vol. 121, no. 8, pp. 415–426
- White, R. (2022) Reactive Ground and Explosives. [online] Available at: https://iseeaustralia.org/wp-content/uploads/2022/08/3_1White_ReactiveGroundandExplosives-1.pdf
- Valenta, R., O’Sullivan, R. and Clark, A. (2019) 'Prediction of reactive ground using geoscientific datasets'. GEOMIN-MINEPLANNING 2019. WH Bryan Mining and Geology Research Centre – Sustainable Minerals Institute, The University of Queensland, Australia; Julius Kruttschnitt Mineral Research Centre – Sustainable Minerals Institute, The University of Queensland, Australia.