A Ground-Based SAR (GB-SAR) interferometer was employed to measure the surface displacements of a landslide occurring in the Carnian Alps, north-eastern Italy, which has affected a national road and seriously damaged a road tunnel still under construction. Moreover, since the landslide is located on the left bank of the Tagliamento River Valley, it is feared that this mass movement might dam the river, creating a basin that would increase natural hazard for the valley inhabitants. The data collected from December 2002 to July 2005 by a conventional monitoring system, consisting of a GPS network and boreholes equipped with inclinometric tubes, showed that the landslide was moving at a quasi-constant rate of about 3 cm per year. Due to the slow deformation rate of the landslide, a recently developed GB-SAR technique based on the analysis of a restricted ensemble of coherent points was used. Two surveys, each lasting two days, were planned in December 2004 and July 2005, in order to map and measure the surface displacements that occurred over time. The results from the radar were compared with the ones derived from the GPS monitoring network. An agreement was achieved among the data collected, showing the capability of the GB-SAR technique to measure displacements even within a time span of several months between the surveys.

Using GB-SAR technique to monitor slow moving landslide / L.NOFERINI ; M.PIERACCINI ; D.MECATTI ; G.MACALUSO ; C. ATZENI; M.MANTOVANI ; G.MARCATO ; A.PASUTO ;S. SILVANO; F. TAGLIAVINI. - In: ENGINEERING GEOLOGY. - ISSN 0013-7952. - STAMPA. - 95, Issue 3-4:(2007), pp. 88-98. [10.1016/j.enggeo.2007.09.002]

Using GB-SAR technique to monitor slow moving landslide

NOFERINI, LINHSIA;PIERACCINI, MASSIMILIANO;MECATTI, DANIELE;MACALUSO, GIOVANNI;ATZENI, CARLO;
2007

Abstract

A Ground-Based SAR (GB-SAR) interferometer was employed to measure the surface displacements of a landslide occurring in the Carnian Alps, north-eastern Italy, which has affected a national road and seriously damaged a road tunnel still under construction. Moreover, since the landslide is located on the left bank of the Tagliamento River Valley, it is feared that this mass movement might dam the river, creating a basin that would increase natural hazard for the valley inhabitants. The data collected from December 2002 to July 2005 by a conventional monitoring system, consisting of a GPS network and boreholes equipped with inclinometric tubes, showed that the landslide was moving at a quasi-constant rate of about 3 cm per year. Due to the slow deformation rate of the landslide, a recently developed GB-SAR technique based on the analysis of a restricted ensemble of coherent points was used. Two surveys, each lasting two days, were planned in December 2004 and July 2005, in order to map and measure the surface displacements that occurred over time. The results from the radar were compared with the ones derived from the GPS monitoring network. An agreement was achieved among the data collected, showing the capability of the GB-SAR technique to measure displacements even within a time span of several months between the surveys.
2007
95, Issue 3-4
88
98
L.NOFERINI ; M.PIERACCINI ; D.MECATTI ; G.MACALUSO ; C. ATZENI; M.MANTOVANI ; G.MARCATO ; A.PASUTO ;S. SILVANO; F. TAGLIAVINI
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/256973
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