4.7 Article

Comparison of Remote Sensing Techniques for Geostructural Analysis and Cliff Monitoring in Coastal Areas of High Tourist Attraction: The Case Study of Polignano a Mare (Southern Italy)

Journal

REMOTE SENSING
Volume 13, Issue 24, Pages -

Publisher

MDPI
DOI: 10.3390/rs13245045

Keywords

digital photogrammetry; Terrestrial Laser Scanning; Unmanned Aerial Vehicle; coastal area; rock mass characterization; slope monitoring; karst; dynamic disturbance

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Rock slope failures in urban areas pose serious threats to human life and property, necessitating accurate characterization and monitoring of rock masses. Remote sensing devices offer effective supplementary techniques for rock analysis and monitoring in inaccessible areas, but a comprehensive comparison of different methods is needed to determine their advantages and limitations.
Rock slope failures in urban areas may represent a serious hazard for human life, as well as private and public property, even on the occasion of sporadic episodes. Prevention and mitigation measures indispensably require a proper rock mass characterization, which is often achieved by means of time-consuming, costly and dangerous field surveys. In the last decades, remote sensing devices such as high-resolution digital cameras, laser scanners and drones have been widely used as supplementary techniques for rock slope analysis and monitoring, especially in poorly accessible areas, or in sites of large extension. Although several methods for rock mass characterization by means of remote sensing techniques have been reported in specific studies, there are very few contributions that focused on comparing the different methods in an attempt to establish their advantages and limitations. With this study, we performed digital photogrammetry, Terrestrial Laser Scanning and Unmanned Aerial Vehicle surveys on a cliff located in a popular tourist attraction site, characterized by complex geological and geomorphological settings, as well as by disturbance elements such as vegetation and human activities. For each point cloud, we applied geostructural analysis by means of semi-automatic methods, and then compared multi-temporal acquisitions for cliff monitoring. By quantitative comparison of the results and validation by means of conventional geostructural field surveys, the pros and cons of each method were outlined in attempt to depict the conditions and goals the different techniques seem to be more suitable for.

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