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Applied Sciences
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7 November 2021

“Novel Approaches in Landslide Monitoring and Data Analysis” Special Issue: Trends and Challenges

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and
1
Institute of Rock Structure and Mechanics, The Czech Academy of Sciences, V Holešovičkách 94/41, 182 00 Prague, Czech Republic
2
Risk Analysis Group, Institute of Earth Sciences, University of Lausanne, 1015 Lausanne, Switzerland
3
German Committee for Disaster Reduction (DKKV), Kaiser-Friedrich-Str. 13, 53113 Bonn, Germany
*
Author to whom correspondence should be addressed.
This article belongs to the Special Issue Novel Approaches in Landslide Monitoring and Data Analysis

1. Introduction

The purpose of this Special Issue is to bring together recent studies related in particular to landslide monitoring and data analysis. In engineering geology, geotechnical engineering and geomorphology, landslide monitoring using standard techniques is quite common. However, the rapid development of both hardware and software solutions, including miniaturization or remote sensing techniques, brings new possibilities for increasing monitoring accuracy, real-time or near-real-time data analysis and early warning.

2. Summary of the Special Issue Contents

The Special Issue topics can be sub-divided into three groups according to the main topic covered by the articles. The majority of the articles (seven) are focused on landslide monitoring, monitoring data analysis and surveying, while a further two papers are focused on slope stability modelling using large-scale analog models and the remaining four papers deal with landslide susceptibility and detection.

2.1. Landslide Monitoring, Monitoring Data Analysis and Surveying

Thiery et al. [1] performed airborne electromagnetic measurements for rapid surveyance of the volcanic tropical environment of La Martinique, an island in the Caribbean. They combined their findings with a physical-based model to obtain improved and integrated information about the internal structure of landslides, founding a better understanding of landslides’ initiation conditions.
Gili et al. [2] have monitored the Vallcebre landslide in the Pyrenees in NE Spain since 1987. A range of classical and novel methods have been used to that end (e.g., triangulation, photogrammetry, wire extensometers, GNSS-GPS, satellite DInSAR and terrestrial GBSAR). They conclude that while some methods give higher-precision results than others, all systems play valuable roles in landslide movement interpretation, and provide meaningful monitoring results at different study stages.
Fang et al. [3] present a monitoring system installed on the Pingding landslide in Taiwan. Their system consists of a GPS array combined with inclinometers, extensometers and rainfall data. The system is emergency response-centered and provides a basis for local early-warning indices. The paper tackles the important issue of multilateral cooperation among different subjects and disciplines involved in landslide disaster management.
Qiao et al. [4] focus on early-warning methods for largely abandoned rockfill slopes. These pose a significant threat in areas of large construction works. The authors used ground-based InSAR to monitor slope deformations and verified the method on five landslides in the area of Huangdao, China.
Dabiri et al. [5] used object-based image analysis to map geomorphological features, and assessed the applicability of Sentinel-1 data to the fast creation of post-landslide digital elevation models. Their findings revealed that—without further post-processing—the automatically derived results need to be interpreted with care, as the automatic generation of a digital elevation model is influenced by several factors.
Blahůt et al. [6] propose a methodology for analyzing time-series monitoring data from a large, slow-moving San Andrés landslide on El Hierro, Canaries, Spain. They used precise 3D dilatometric data and compared them with possible landslide-triggering factors (e.g., seismic, rainfall) to allow for fully automatic processing, thus decreasing the subjectivity of the analysis.
Troiani et al. [7] applied different surface analysis and monitoring methods to decipher the structural controls of rock slope stability in coastal areas. They worked on the Adriatic coast of the Conero promontory in Central Italy, and their results stress the need to analyze slope stability over a long timescale, to understand the current processes.

2.2. Slope Stability Modelling Using Large-Scale Analog Models

Feng et al. [8] determined a soil-water characteristic curve for landslide seepage under varying hydrodynamic conditions. They used large-scale experiments combined with finite element modelling. Consequently, they evaluated the uncertainties in the modelling using the Bayesian approach.
Tang et al. [9] assessed the influence of an intermediate coarse layer on slope stability during heavy rainfall. They found that the unsaturated hydraulic conductivity in the coarse layer was much lower than that of a fine layer, which led the capillary barrier to work at a lower water content. They also revealed that the coarser layers may have negative effects on slope stability.

2.3. Landslide Susceptibility and Detection

Fabbri and Patera [10] searched for uncertainties associated with the prediction patterns of landslide susceptibility maps. They conclude that the properties of prediction patterns are mostly unknown, but nevertheless, are critical for interpreting and justifying prediction results.
Lai [11] performed an automated data-mining procedure to differentiate the landslide sources and runout zones of landslides triggered by Typhoon Morakot in Taiwan. The author’s models revealed that the detection of landslide sources provided accurate results, while the extraction of the runout areas achieved excellent accuracies.
Li et al. [12] explored the influence of multitemporal digital elevation models on the generation of susceptibility maps in the southern Sichuan Province in China. They conclude that the susceptibility assessment level of an area with historical landslides decreases in the short-term and that the usage of multitemporal digital elevation models has a serious impact on susceptibility results.
Li et al. [13] prepared a spatial, proximity-based, geographically weighted regression susceptibility model for the Qingchuan area in China. Their results suggest that the newly developed model shows higher predictive accuracy than five other commonly used models.

4. Future Challenges

Future trends are always hard to predict. It can be expected, however, that the current trend of yearly growth in the number of papers published on the Special Issue topics, of between 110% and 120%, will continue during the next five to ten years. This could result in more than 10,000 papers published per year on the “landslides” topic by 2026, or 20,000 papers published by 2030. It is questionable whether this enormous number of papers could be published as to do so would place enormous pressure on all the persons involved in the publication process, especially the editors and reviewers. Even now, it is hard to ensure a rigorous peer-review process as scientists are often overloaded with review requests. This situation is unsustainable in the long-term and indicates that we might expect important changes in the publication process of landslide-related scientific papers.
One possible step toward solving this situation is to better classify the type of paper published. Papers should be distinguished between novel, innovative papers and applications of existing techniques and methodologies (case studies). While the innovative papers are potentially highly citable, the case studies bring new examples. Thus, both types are important, but do nothing to decrease the overload faced by editors and reviewers.

Author Contributions

J.B. prepared the manuscript, M.J. and B.T. revised and edited the text. J.B., M.J. and B.T. were Guest Editors of this Special Issue and, therefore, reviewed all the submissions. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

The data analyzed in this paper have been downloaded from “Web of Knowledge Core Collection” (https://www.webofscience.com/wos/woscc/advanced-search, on 2 November 2021).

Acknowledgments

The Guest Editors would like to acknowledge the external reviewers that assured the quality standards of the Applied Sciences journal were reached through their much-appreciated iterative review process. The authors, assistant editors and academic editors are also gratefully acknowledged for their interest in contributing to this Special Issue.

Conflicts of Interest

The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses or interpretation of data; in the writing of the manuscript or in the decision to publish the results.

References

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