Ambient vibration characterization and monitoring of a rock slope close to collapse. Issue 1 (3rd October 2017)

• Record Type: Journal Article
• Authors: Burjánek, Jan; Gischig, Valentin; Moore, Jeffrey R; Fäh, Donat
• Is Part Of: Geophysical journal international. Volume 212:Issue 1(2018:Jan.)
• Page Start: 297
• Page End: 310
• Publication Date: 2017-10-03
• Subjects: Geomechanics -- Time series analysis -- Seismic noise -- Site effects -- Wave propagation; Geophysics -- Periodicals; 550
• DOI: 10.1093/gji/ggx424
• Languages: English
• ISSNs: 0956-540X

Abstract

Abstract: We analyse the ambient vibration response of Alpe di Roscioro (AdR), an incipient rock slope failure located above the village Preonzo in southern Switzerland. Following a major failure in May 2012 (volume ∼210 000 m 3 ), the remaining unstable rock mass (∼140 000 m 3 ) remains highly fractured and disrupted, and has been the subject of intensive monitoring. We deployed a small-aperture seismic array at the site shortly after the 2012 failure. The measured seismic response exhibited strong directional amplification (factors up to 35 at 3.5 Hz), higher than previously recorded on rock slopes. The dominant direction of ground motion was found to be parallel to the predominant direction of deformation and perpendicular to open fractures, reflecting subsurface structure of the slope. We then equipped the site with two semi-permanent seismic stations to monitor the seismic response with the goal of identifying changes caused by internal damage that may precede subsequent failure. Although failure has not yet occurred, our data reveal important variations in the seismic response. Amplification factors and resonant frequencies exhibit seasonal trends related (both directly and inversely) to temperature changes and are sensitive to freezing periods (resonant frequencies increase with temperature and during freezing). We attribute these effects to thermal expansion driving microcrack closure, in addition to ice formation, which increase fracture and bulk rock stiffness. We find the site response at AdR is linear over the measured range of weak input motions spanning two orders of magnitude. Our results further develop and refine ambient vibration methods used in rock slope hazard assessment.