4.7 Article

Full integration of geomorphological, geotechnical, A-DInSAR and damage data for detailed geometric-kinematic features of a slow-moving landslide in urban area

期刊

LANDSLIDES
卷 18, 期 3, 页码 807-825

出版社

SPRINGER HEIDELBERG
DOI: 10.1007/s10346-020-01541-0

关键词

Slow-moving landslides; Geotechnical data; Monitoring; Damage; A-DInSAR

资金

  1. Universita degli Studi di Salerno within the CRUI-CARE Agreement

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This study presents an integrated approach to investigate the kinematic features of a slow-moving landslide affecting Lungro town in Southern Italy, utilizing multi-source data and innovative remote sensing technology to analyze damage distribution and potential causes. By cross-comparing different datasets, a comprehensive outline of the landslide features was derived for effective risk management and the development of advanced geotechnical-structural models.
The reconnaissance, mapping and analysis of kinematic features of slow-moving landslides evolving along medium-deep sliding surfaces in urban areas can be a difficult task due to the presence and interactions of/with anthropic structures/infrastructures and human activities that can conceal morphological signs of landslide activity. The paper presents an integrated approach to investigate the boundaries, type of movement, kinematics and interactions (in terms of damage severity distribution) with the built environment of a roto-translational slow-moving landslide affecting the historic centre of Lungro town (Calabria region, southern Italy). For this purpose, ancillary multi-source data (e.g. geological-geomorphological features and geotechnical properties of geomaterials), both conventional inclinometer monitoring and innovative non-invasive remote sensing (i.e. A-DInSAR) displacement data were jointly analyzed and interpreted to derive the A-DInSAR-geotechnical velocity (DGV) map of the landslide. This result was then cross-compared with detailed information available on the visible effects (i.e. crack pattern and width) on the exposed buildings along with possible conditioning factors to displacement evolution (i.e. remedial works, sub-services, etc.). The full integration of multi-source data available at the slope scale, by maximizing each contribution, provided a comprehensive outline of kinematic-geometric landslide features that were used to investigate the damage distribution and to detect, if any, anomalous locations of damage severity and relative possible causes. This knowledge can be used to manage landslide risk in the short term and, in particular, is propaedeutic to set up an advanced coupled geotechnical-structural model to simulate both the landslide displacements and the behavior of interacting buildings and, therefore, to implement appropriate risk mitigation strategies over medium/long period.

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