High-resolution temporal variations in rock elasticity at kiruna mine (block #30 to #34) using full 4D passive seismic tomography
Year: 2025
Type: article
Abstract: We investigate seismic velocity changes in the rock mass related to mining induced seismic events and ore exploitation by computing a one-month long 4D elastic model of Kiirunavaara mine (Sweden). We focus on a specific mine sector, where a single $$\varvec{M_W}$$ M W =2.0 event occurred on May 22 (02:31 local time), damaging the infrastructure. We make use of P- and S-first-arrival times obtained from the permanent seismic system for computing the full 4D (continuous 3D volume in time) seismic velocity model of Kiruna mine using a trans-dimensional Monte Carlo sampling. The trans-dimensional approach guarantees that the resolution, both in space and in time, is strictly data-driven. Our results give the following insights into the velocity differences at the mining levels and at different time-length scales. (a) We observe a striking correlation between spatial variations of $$\varvec{V_P}$$ V P and ore-body geometry, confirming the robustness of the velocity model. Clay zones appear as a low $$\varvec{V_P/V_S}$$ V P / V S ratio zones, as seen in previous tomographic studies. (b) High-frequency (hourly) fluctuations of the rock mass $$\varvec{V_P}$$ V P around the ore-passes are highly correlated with seismic sequences in the same rock volumes. In particular, $$\varvec{V_P}$$ V P increases rapidly when ore-passes are seismically active and $$\varvec{V_P}$$ V P values keep a high value for few (1-4) hours after the end of the seismic sequence. (c) The smoothed velocity model, computed as averaged model over a 2-days moving window, suggests that low-frequency $$\varvec{V_P}$$ V P fluctuations can be compared to stress cell measurements located closely.
Source: Journal of Seismology
Language: English
Subfield: Mechanics of Materials
Field: Engineering
Domain: Physical Sciences
Open Access status: hybrid
Estimated APC paid: $3,290
OpenAlex ID: W4411895343
