2021
DOI: 10.3389/feart.2021.765392
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Corrigendum: Analysis of Failure Models and Deformation Evolution Process of Geological Hazards in Ganzhou City, China

Abstract: In the original article, there was a mistake in Table 3 "Rock and soil-mechanical parameters of discrete elements in each slope" as published.

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“…To apply the microtremor-based warning method on rockfall hazard assessment, the first rockfall warning is suggested to be issued when the extracted feature frequency of microtremor signal of a slope drops to the risk identification index, 1.5 Hz, or the signal energy concentrates at a low frequency of 1–6 Hz. After that, numerical analysis method 9 11 , 37 , 38 can be introduced to combine the climate and geological environment for investigating the rock landslide deformation and proposing the slope mitigation plan.…”
Section: Discussionmentioning
confidence: 99%
“…To apply the microtremor-based warning method on rockfall hazard assessment, the first rockfall warning is suggested to be issued when the extracted feature frequency of microtremor signal of a slope drops to the risk identification index, 1.5 Hz, or the signal energy concentrates at a low frequency of 1–6 Hz. After that, numerical analysis method 9 11 , 37 , 38 can be introduced to combine the climate and geological environment for investigating the rock landslide deformation and proposing the slope mitigation plan.…”
Section: Discussionmentioning
confidence: 99%