Elsevier

Engineering Geology

Volume 308, October 2022, 106795
Engineering Geology

An integrated approach for the reconstruction of rockfall scenarios from UAV and satellite-based data in the Sorrento Peninsula (southern Italy)

https://doi.org/10.1016/j.enggeo.2022.106795Get rights and content

Highlights

  • A multi-methodological approach for rockfall simulations: from slope face to valley

  • Integration of UAV-SfM and satellite-based data for rock mass and debris analysis

  • Obtaining ground-truth information from different types of virtual outcrop models

Abstract

In this work, we present the results of a rockfall trajectory study performed on the south-western slope of Mt. Catiello (Sorrento Peninsula, southern Italy). Such a study develops within a multi-methodological approach which integrates different types of remote sensing data and techniques. Specifically, ground-truth data (e.g., rock mass geo-structural information, rock block inventory) were generated by geologically-supervised interpretations of high-resolution virtual outcrop models (VOMs). These data were then used for reconstructing the in-situ fractured rock mass attributes of the Mt. Catiello peak, as provided by a Discrete Fracture Network (DFN) model, and to prepare the subsequent numerical simulations of rockfall trajectories. The resulting rockfall scenarios are consistent with the ground-truth data, both in terms of size and spatial distribution. Thus, we believe that the proposed approach can be effectively applied to other areas, characterized by similar geological features but higher levels of exposure and vulnerability.

Introduction

Rockfalls represent one of the most insidious landslide phenomena for human-related activities, especially along railways, roads, and lifelines. The hazardousness of such phenomena is mostly related to the difficulty in predicting their occurrence, essentially due to the complexity of triggering mechanisms and the lack of clear precursors before the collapse (Feng et al., 2021). Other threatening features of rockfalls are the high frequency of occurrence (Leroi, 2005) and long run-out of the mobilized blocks (e.g., Giacomini et al., 2009; Hungr et al., 2014) which, in turn, depend on their high kinetic energy and velocity. For these reasons, a comprehensive rockfall analysis should include not only the identification of the possible source areas, but also the delimitation of the areas potentially invaded by the falling rock blocks (Hantz et al., 2021). As regards the latter aspect, in the last years different numerical models wre developed for calculating the trajectories and run-out of detached blocks (e.g., Volkwein et al., 2011; Žabota et al., 2021), usually through the simulation of the physical process. However, the consistency of similar models strongly relies on the calibration procedure of the input parameters. In particular, the estimation of shape and size of the potentially unstable blocks and the definition of reliable values of restitution and friction coefficients represent key steps of the calibration workflow (Wyllie, 2014; Asteriou and Tsiambaos, 2018). The calibration requires detailed information about surficial topography; in this respect, nowadays it is possible to obtain accurate terrain data through numerous remote sensing techniques, e.g., laser scanning (e.g., Tonini and Abellan, 2014; Mazzanti et al., 2018) or structure-from-motion (SfM) photogrammetry based on UAV (unmanned aerial vehicle) acquisitions (e.g., Fazio et al., 2019; Robiati et al., 2019). The acquired data can be then employed for the reconstruction of virtual outcrop models (VOMs), whose potential was shown in different contexts, from slope stability analyses (e.g., Baghbanan et al., 2017; Cheng et al., 2021) to studies of fracture network characterization (e.g., Volatili et al., 2019; Forte et al., 2021), including geotechnical characterization of rock masses and the development of Discrete Fracture Network (DFN) models (e.g., Ren et al., 2017; Ma et al., 2020; Gottron and Henk, 2021). However, in the literature it is quite unusual to find analyses which integrate both remote sensing data and DFN models in the framework of rockfall trajectory studies (Lambert et al., 2012; Crosta et al., 2015).

Thus, in this work we present a rockfall trajectory study concerning the south-western slope of Mt. Catiello (Sorrento Peninsula, southern Italy). This area shows clear evidence of rock slope instability: therefore, we used Rockyfor3D (Dorren, 2016) for reconstructing the potential trajectories of the released rock blocks. Specific focus was dedicated to the collection of detailed terrain data through different remote sensing techniques (i.e., UAV-SfM and satellite imagery). These data were used not only for calibrating and validating the results of rockfall numerical simulations (sensu Dorren et al., 2013), but also for performing a detailed rock mass characterization based on a DFN model. In this respect, considering the geological, structural and geomorphological features of Mt. Catiello (i.e., steep, variously fractured carbonate slopes), we propose an integrated, comprehensive approach that can be effectively applied to other areas of the Sorrento Peninsula, characterized by similar features but higher levels of exposure and vulnerability (e.g., populated coastal areas).

Section snippets

Geological and structural setting

Mt. Catiello is located in Sorrento Peninsula (southern Italy) and is part of the Lattari Mountains, an ENE-WSW ridge mainly composed by Upper Triassic to Upper Cretaceous shallow-water limestones and dolostones (Carannante et al., 2000; Iannace et al., 2011). The Mesozoic formations are unconformably covered by Miocene foredeep and wedge-top basin successions (e.g., sandstones, calcareous sandstones, and conglomerates) which, in turn, are locally overlaid by Quaternary, pyroclastic materials (

Available data

Data used to model the rockfall scenarios were extracted from two VOMs. The first one was used for the analysis of the rock blocks' propagation, while the second one was devoted to the in-situ characterization of the fracture network of the Mt. Catiello peak. Both virtual outcrop models were constructed using the Structure from Motion Multiview Stereo (SfM-MVS) photogrammetric technique (Westoby et al., 2012), that allows the reconstruction of a 3D object through the analysis of multiple images

Methods

Starting from the datasets described in the preceding section, we propose a comprehensive approach for the evaluation of rockfall scenarios, which can be summarized in two main steps:

  • 1)

    analysis of the rock mass fracture system: we reconstructed the fracture pattern featuring the Mt. Catiello south-western slope, starting from a detailed analysis of geo-structural data and the subsequent definition of a 3D-DFN model of the outcrop. In addition, we performed a kinematic analysis considering the

Outcomes from spatial fracture analysis: DFN model and rock failure mechanisms

A total of 9838 fractures were initially digitized from the UAV-based VOM (Fig. 5a) and four major fracture sets were identified: a) NNE-SSW striking, steeply dipping joints (J1); b) SW-NE striking, steeply dipping joints (J2); c) NNW-SSE striking, subvertical joints (J3); d) NW-SE striking, steeply dipping joints, parallel to the slope face (J4). For each identified set, we calculated the parameters reported in Table 1, which summarize the fracturing conditions of the rock mass. Sets J2 and J3

Discussions

The obtained results allowed us to infer different issues concerning rockfall phenomena on the south-western slope of Mt. Catiello. As regards the rock mass characteristics at the cliff face, we made several considerations about rockfall susceptibility considering different, potential failure mechanisms. In particular, the spatial fracture analysis highlighted the presence of five major discontinuity sets, one of which (i.e., J4) is particularly favourable for the occurrence of rockfall

Conclusions

In this work, we proposed an integrated approach for the analysis of potential rockfall scenarios on the south-western slope of Mt. Catiello (Sorrento Peninsula, southern Italy). This approach combines different types of ground-truth data for the characterization of in-situ rock mass with the analysis of rockfall trajectories via numerical modelling. From the spatial fracture analysis of the rock mass, we computed a DFN model, which was also used as the basis for identifying the major potential

CRediT authorship contribution statement

Luca Schilirò: Conceptualization, Methodology, Data curation, Validation, Writing – original draft. Carlo Robiati: Conceptualization, Formal analysis, Software, Validation, Writing – review & editing. Luca Smeraglia: Software, Data curation, Writing – review & editing. Francesco Vinci: Software, Data curation, Investigation, Writing – review & editing. Alessandro Iannace: Investigation, Data curation, Writing – review & editing. Mariano Parente: Investigation, Data curation, Writing – review &

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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