Abstract

Mass movements represent a serious threat to the stability of human structures and infrastructures, and cause loss of lives and severe damages to human properties every year worldwide. Built structures located on potentially unstable slopes are susceptible to deformations due to the displacement of the ground that at worst can lead to total destruction. Synthetic aperture radar (SAR) data acquired by Sentinel-1 satellites and processed by multi-temporal interferometric SAR (MT-InSAR) techniques can measure centimeter to millimeter-level displacement with weekly to monthly updates, characterizing long-term large-scale behavior of the buildings and slopes. However, the spatial resolution and short wavelength weaken the performance of Sentinel-1 in recognizing features (i.e., single buildings) inside image pixels and maintaining the coherence in mountainous vegetated areas. We have proposed and applied a methodology that combines Sentinel-1 interferometry with ground-based geomatics techniques, i.e., global navigation satellite system (GNSS), terrestrial laser scanning (TLS) and terrestrial structure from motion photogrammetry (SfM), for fully assessing building deformations on a slope located in the north-eastern Italian pre-Alps. GNSS allows verifying the ground deformation estimated by MT-InSAR and provides a reference system for the TLS and SfM measurements, while TLS and SfM allow the behavior of buildings located in the investigated slope to be monitored in great detail. The obtained results show that damaged buildings are located in the most unstable sectors of the slope, but there is no direct relationship between the rate of ground deformation of these sectors and the temporal evolution of damages to a single building, indicating that mass movements cause the displacement of blocks of buildings and each of them reacts differently according to its structural properties. This work shows the capability of MT-InSAR, GNSS, TLS and SfM in monitoring both buildings and geological processes that affect their stability, which plays a key role in geohazard analysis and assessment.

Highlights

  • Licensee MDPI, Basel, Switzerland.Mass movements are abundant and frequent worldwide, threatening human life and properties, with significant socio-economic losses [2,3]

  • We provide an effective integration of the MT-InSAR results with global navigation satellite system (GNSS), topographic, terrestrial laser scanning (TLS) and terrestrial structure from motion photogrammetry (SfM) measurements, to monitor the stability of the buildings located along the unstable slope of Rovegliana village

  • The findings of this study show that the mass movements observed by interferometry during the period October 2018–October 2019 (Figure 7) have caused a rigid movement of the monitored buildings, because no differential deformations of the structures were detected by topographic, TLS and SfM surveys

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Summary

Introduction

Mass movements (i.e., fall, topple, slide, spread, flow and slope deformation [1]) are abundant and frequent worldwide, threatening human life and properties, with significant socio-economic losses [2,3]. Buildings located in unstable slopes are subjected to rigid rotations or angular distortions due to differential displacements [4,5]. Identifying and monitoring both building damages and slope movements is crucial for the implementation of effective risk mitigation strategies and urbanization and development plans [5,6].

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