Post-failure evolution analysis of a rainfall-triggered landslide by multi-temporal interferometry SAR approaches integrated with geotechnical analysis

被引:76
作者
Confuorto, Pierluigi [1 ]
Di Martire, Diego [1 ]
Centolanza, Giuseppe [2 ]
Iglesias, Ruben [2 ]
Mallorqui, Jordi J. [2 ]
Novellino, Alessandro [3 ,4 ]
Plank, Simon [5 ]
Ramondini, Massimo [6 ]
Thuro, Kurosch [7 ]
Calcaterra, Domenico [1 ]
机构
[1] Univ Naples Federico II, Dept Earth Sci Environm & Resources, Largo San Marcellino 10, I-80138 Naples, Italy
[2] Univ Politecn Cataluna, Dept Signal Theory & Commun, Remote Sensing Lab RSLab, C Jordi Girona 1-3,Ed D-3, Barcelona 08304, Spain
[3] Geomat Ventures Ltd, Nottingham, England
[4] Univ Nottingham, Nottingham Geospatial Bldg,Triumph Rd, Nottingham, East Midlands, England
[5] German Remote Sensing Data Ctr DFD, German Aerosp Ctr DLR, Munchener Shrasse 20, D-82234 Wessling, Germany
[6] Univ Naples Federico II, Dept Civil Architectural & Environm Engn, Via Claudio 21, I-80125 Naples, Italy
[7] TUM, Arcistrasse 2, D-80333 Munich, Germany
关键词
Persistent Scatterers Interferometry; SAR; Coherent Pixel Technique -Temporal Sublook; Coherence; Small Baseline Subset; Landslide; Crotone province; Slope stability analysis; PERMANENT SCATTERERS; RADAR INTERFEROMETRY; CROTONE BASIN; AREAS; MAPS; METHODOLOGY; KINEMATICS; INTERPLAY; TECTONICS; COHERENCE;
D O I
10.1016/j.rse.2016.11.002
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Persistent Scatterers Interferometry (PSI) represents one of the most powerful techniques for Earth's surface deformation processes' monitoring, especially for long-term evolution phenomena. In this work, a dataset of 34 TerraSAR-X StripMap images (October 2013-October 2014) has been processed by two PSI techniques- Coherent Pixel Technique-Temporal Sublook Coherence (CPT-TSC) and Small Baseline Subset (SBAS)- in order to study the evolution of a slow-moving landslide which occurred on February 23, 2012 in the Papanice hamlet (Crotone municipality, southern Italy) and induced by a significant rainfall event (185 mm in three days). The mass movement caused structural damage (buildings' collapse), and destruction of utility lines (gas, water and electricity) and roads. The results showed analogous displacement rates (30-40 mm/yr along the Line of Sight- LOS-of the satellite) with respect to the pre-failure phase (2008-2010) analyzed in previous works. Both approaches allowed detect the landslide-affected area, however the higher density of targets identified by means of CPTTSC enabled to analyze in detail the slope behavior in order to design possible mitigation interventions. For this aim, a slope stability analysis has been carried out, considering the comparison between groundwater oscillations and time-series of displacement. Hence, the crucial role of the interaction between rainfall and groundwater level has been inferred for the landslide triggering. In conclusion, we showed that the integration of geotechnical and remote sensing approaches can be seen as the best practice to support stakeholders to design remedial works. (C) 2016 Elsevier Inc. All rights reserved.
引用
收藏
页码:51 / 72
页数:22
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