scieee AI-readable full text Open interactive document viewer

Progressive failure of a freestanding rock pillar

Weber, Samuel; Beutel, Jan; Bast, Alexander; Dietze, Michael; Kenner, Robert; Leinauer, Johannes; Mühlbauer, Simon; Felix Pfluger; Krautblatter, Michael

Abstract

A freestanding rock pillar with a volume of approx. 20 cubic meters on the Matterhorn Hörnligrat ridge failed on 13 June 2023. Based on comprehensive multi-method monitoring of the pillar and the surrounding ridgeline environment starting in 2008, we perform a detailed analysis of the progressive failure from kinematic precursors to seismic response. The rock pillar was instrumented with a differential GNSS station and inclinometers, showing a strong seasonality in displacement rates and an acceleration with regime change starting in 2022 almost two years prior to the failure. The pillar was in the field of view of a stationary camera, whereby the time-lapse images show a visually apparent acceleration two weeks before the collapse. Seismic precursors and response were characterized employing three seismometers in the vicinity. Weather data as well as permafrost ground temperatures enable us to characterize the temporal variation and identify anomalies at the site. The data analysis suggests that snowmelt water percolating into frozen fractures acts as the main driver for the strong seasonality in displacement patterns observed, eventually resulting in failure. This is supported by controlled laboratory experiments using rock samples from the Matterhorn site and thermo-mechanical modeling.

Full text

Acknowledgments: We are grateful for the work of numerous helpers from the PermaSense team. Corresponding author: Samuel Weber, WSL Institute for Snow and Avalanche Research SLF, [email protected] Numerical modeling of kinematic behavior Laboratory-inferred friction angle frozen unfrozen snow permafrost active layer perennial ice seasonal snow How permafrost destabilizes rock slopes decrease in strength when ice-filled fractures warm seasonal water/ice pressure decrease in strength of thawing rock masses thermal stress fatigue Environmental forcing Gravity varying friction angle in seasonally frozen rock masses? GNSS-displacement time series East North North East Elevation TLS 2015 TLS 2018 Matterhorn, 4478 m asl. 45° 58' 52'' N 7° 40' 14'' E climbing route GNSSTLS + HOGR Rock pillar until 1 June 2023 1 - 13 June 2023 13 June 2023 21:41 → "Stable" → Toppling → Collapse MH10 rock temperature seismometer MH44 MH25 weather station time-lapse camera seismometer MH36 GNSS MH34 Comprehensive multi-method monitoring 1 June 2 June 3 June 4 June 5 June 7 June6 June 8 June 9 June 10 June 11 June 12 June 14 June 13 June The last 14 days of the toppling rock pillar at the Matterhorn Hörnligrat Cryosphere Observatory 2023 Final outcome • Snowmelt water percolating into frozen fractures acts as the main driver for the strong seasonality in displacement. • Long-term field observation explained by lab-calibrated mechanical modeling. Problem Seasonally frozen rock on permafrost is crucial for slope stability due to: • infiltration of water and related hydrostatic pressure or • pressurized water-induced short-term warming/thawing at depth. Approach • Combine field observations, laboratory experiments and modeling. Collapse of a rock pillar (~20 m3) Progressive Failure of a Freestanding Rock Pillar: Field Observations, Laboratory Experiments and Mechanical Modeling S. Weber, J. Beutel, A. Bast, M. Dietze, R. Kenner, J. Leinauer, S. Mühlbauer, F. Pfluger & M. Krautblatter