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  4. Field experiments: How well can seismic monitoring assess rock mass falling?
 
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Field experiments: How well can seismic monitoring assess rock mass falling?

Journal
Engineering Geology
Journal Volume
323
Date Issued
2023-09-20
Author(s)
Chang, Jui Ming
Chao, Wei An
Kuo, Yu-Ting
Yang, Che Ming
HONGEY CHEN  
YU WANG  
DOI
10.1016/j.enggeo.2023.107211
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/634180
URL
https://api.elsevier.com/content/abstract/scopus_id/85163788417
Abstract
Rockfall tracking and mass estimation are critical for effective hazard response. While seismic techniques have been applied to the field, systematic analysis remains lacking. In this study, we conducted rockfall experiments using seismic networks to investigate tracking and mass estimation issues. Two methods, time-based and amplitude-based source location methods, were used to identify initial rock-ground impact points. The high-fitness areas (>0.95) overlapping between the two methods showed a location error of <8.7 m for initial rock-ground impact points. However, the combined methods could not track bounce points on the slope. To address the limitation, we further defined a seismic energy ratio, a ratio between target and reference stations. When a reference station was far away from rockfall, the rising or decreasing of high-frequency (70–99 Hz) seismic energy ratios reflected the rock approaching or departing from the target station, respectively. Additionally, the peak low-frequency (1–40 Hz) seismic energy ratio of ground stations indicated the timing of the initial rock-ground impact. Successful implementation of these methods depends on optimal station distribution. The study recommends that different source-to-station distances with triangular station geometry and stations at different elevations provide a reliable location determination and straightforward rockfall tracking. Furthermore, the lowest frequency(fL) satisfied the power spectral threshold of −100 dB during the rockfall moving process correlated with the rock mass(M), M = 38,989FL-2.03 with R2 of 0.62. The relation was practical for estimating rockfalls' mass for future monitoring in the same slope. Our experiments demonstrate that this seismic technique can effectively assist in rockfall assessment.
Subjects
Rockfall experiment | Seismic energy ratio | Seismic monitoring | Station deployment strategy
SDGs

[SDGs]SDG13

Type
journal article

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