Authors: Linzer, LM; Hildyard, M W; Spottiswoode, S M; Wesseloo, J


Cite As:
Linzer, LM, Hildyard, M W, Spottiswoode, S M & Wesseloo, J 2019, 'Do stopes contribute to the seismic source?', in W Joughin (ed.), Proceedings of the Ninth International Conference on Deep and High Stress Mining , The Southern Africa Institute of Mining and Metallurgy , Johannesburg.

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Abstract:
Parameters such as source location, seismic moment, energy, source size and stress drop are routinely calculated from mining-induced seismic data. Seismic moment tensors are inverted less routinely because their calculation is more complex and their accuracy depends on the network geometry, amongst a number of other factors. The models utilised in the source parameter calculations, the most well-known of which is the Brune model, were developed for the global seismicity problem and assume a solid, homogeneous earth model. However, the tabular ore bodies in South African gold and platinum mines are mined extensively and the excavations (stopes) can extend for many kilometres. The seismic source mechanisms on deep-level gold mines are generally compatible with shear failure, see Hoffmann et al (2013), whereas the source mechanisms of events at intermediate-level bord and pillar mines in the platinum district are more compatible with pillar failure and accompanying stope closure, see Spottiswoode et al (2006) and Malovichko et al (2012). This paper investigates the influence of the stope on seismic inversions for the scalar moment, corner frequency/source radius, stress drop through numerical modelling using WAVE3D. The main objective is to determine whether the source parameters calculated from the recorded waveforms are due to a combination of the stope and pillar sources, rather than being related only to the shear source in the pillar. The modelled source is shear failure in a pillar where the fault daylights into the stope. The results show that the stope appears to have an appreciable effect on the seismic inversions. The seismic moment and source radius of the shear source in the pillar are larger for the model with a stope compared to the model with no stope. The stress drop for the case with a stope is less than the applied stress drop, which could be an effect of the apparently larger source. This work provides a possible explanation of the second corner frequency often observed in the spectra of seismograms recorded in South Africa platinum mines. This has implications for the accurate determination of source parameters and the assessment of the intensity of shaking in stopes.

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