Articles | Volume 26, issue 11
https://doi.org/10.5194/nhess-26-5441-2026
© Author(s) 2026. This work is distributed under the Creative Commons Attribution 4.0 License.
Reducing false alarms in crackmeter-based early warning of small-scale slope deformation via deep learning-driven asynchronous displacement–rainfall data fusion
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- Final revised paper (published on 02 Nov 2026)
- Preprint (discussion started on 12 May 2026)
Interactive discussion
Status: closed
Comment types: AC – author | RC – referee | CC – community | EC – editor | CEC – chief editor
| : Report abuse
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RC1: 'Comment on egusphere-2026-2352', Anonymous Referee #1, 21 May 2026
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RC2: 'Referee comment on egusphere-2026-2352', Anonymous Referee #2, 09 Jul 2026
- AC2: 'Reply on RC2', Shubing Ouyang, 12 Aug 2026
- AC1: 'Reply on RC1', Shubing Ouyang, 12 Aug 2026
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RC2: 'Referee comment on egusphere-2026-2352', Anonymous Referee #2, 09 Jul 2026
Peer review completion
AR – Author's response | RR – Referee report | ED – Editor decision | EF – Editorial file upload
ED: Submit a revised manuscript (13 Aug 2026) by Timothy Tiggeloven
AR by Shubing Ouyang on behalf of the Authors (26 Aug 2026)
Author's response
Author's tracked changes
Manuscript
ED: Referee Nomination & Report Request started (07 Sep 2026) by Timothy Tiggeloven
RR by Anonymous Referee #3 (07 Oct 2026)
ED: Publish as is (12 Oct 2026) by Timothy Tiggeloven
ED: Publish as is (12 Oct 2026) by Timothy Tiggeloven (Executive editor)
AR by Shubing Ouyang on behalf of the Authors (16 Oct 2026)
The manuscript addresses an important and relevant topic within landslide early warning systems, and the machine-learning/data-fusion methodology appears technically rigorous and competently validated.
However, the manuscript currently treats landslide early warning primarily as a signal-classification problem, without proper consideration of the geotechnical, geological and hydromechanical aspects.
The title, abstract and introduction should more clearly define the scope and contribution of the study. The novelty appears to lie mainly in the dataset manipulation and ML workflow.
The term “small-scale” is ambiguous and should be clarified.
A concern is the reliance on crack meters as the principal monitoring approach for shallow landslide warning. Crack opening is not necessarily representative of bulk slope deformation or impending instability, and the manuscript does not sufficiently justify this monitoring philosophy. Later sections imply that this approach has already been widely deployed across Fujian Province, and that the AI framework is intended to mitigate resulting false alarms. If so, this context should be introduced much earlier.
The manuscript also gives insufficient consideration to instrumentation placement and site characterisation. Sensor location relative to slope geometry, drainage, lithology and likely failure mechanism is critical to reliable interpretation.
The definition of “false alarms” remains unclear throughout the manuscript and requires substantial clarification. It is currently uncertain whether false alarms refer to:
These are fundamentally different phenomena with different implications for warning-system performance. Similar clarification is needed for Figure 4 and the “triple-blind review” discussed at line 205.
Figures 11–13 also require clarification. It is not clear whether the timing of actual landslide occurrence is shown relative to the issued alarms.
The statement that landslides are “most strongly associated with precipitation effects within a 6–10 day window” is overly broad and insufficiently justified. Slope response depends strongly on material type, permeability, drainage conditions and failure depth. However, the manuscript provides very limited information regarding geology, geomaterials or failure mechanisms.
The machine-learning workflow appears rigorous, but the manuscript does not compare the proposed framework against simpler or more conventional approaches that may already be sufficient to reduce false alarms. This raises the question of whether a highly sophisticated AI framework is being used to compensate for limitations in an oversimplified monitoring philosophy.
The discussion should also engage more critically with operational geotechnical practice: warning thresholds should generally be site-specific and informed by local geology and failure mechanisms, rather than applied uniformly across many slopes. Warnings are based not only on threshold exceedance, but also on trends in behaviour, rates of change, and engineering judgement.
The manuscript would benefit from discussion of the transferability of the proposed methodology beyond Fujian Province and to settings.