Estudi de caigudes de blocs a la cinglera basàltica de Castellfollit de la Roca informe de tancament de les activitats realitzades durant el 2006-2007 [Fitxer informàtic] / Antonio Abellán, Joan Manuel Vilaplana



2008
1 disc òptic (CD-ROM) ; 12 cm

Detection of millimetric deformation using a terrestrial laser scanner: experiment and application to a rockfall event / Antonio Abellán Fernández, T. Oppikofer, M. Jaboyedoff, Joan Manuel Vilaplana, [et al.]



En: Natural Hazards and Earth System Sciences. Vol. 9 (2009) , p. 365-372

Terrestrial laser scanning (TLS) is one of the most promising surveying techniques for rockslope characterization and monitoring. Landslide and rockfall movements can be detected by means of comparison of sequential scans. One of the most pressing challenges of natural hazards is combined temporal and spatial prediction of rockfall. An outdoor experiment was performed to ascertain whether the TLS instrumental error is small enough to enable detection of precursory displacements of millimetric magnitude. This consists of a known displacement of three objects relative to a stable surface. Results show that millimetric changes cannot be detected by the analysis of the unprocessed datasets. Displacement measurement are improved considerably by applying Nearest Neighbour (NN) averaging, which reduces the error (1¿) up to a factor of 6. This technique was applied to displacements prior to the April 2007 rockfall event at Castellfollit de la Roca, Spain. The maximum precursory displacement measured was 45 mm, approximately 2.5 times the standard deviation of the model comparison, hampering the distinction between actual displacement and instrumental error using conventional methodologies. Encouragingly, the precursory displacement was clearly detected by applying the NN averaging method. These results show that millimetric displacements prior to failure can be detected using TLS.

Rockfall monitoring by Terrestrial Laser Scanning ¿case study of the basaltic rock face at Castellfollit de la Roca (Catalonia, Spain) / Antonio Abellán Fernández, Manuel Vilaplana, Jaume Calvet i Porta, [et al.]



En: Natural Hazards and Earth System Sciences. Vol. 11 (2011) , p. 829-841

This case study deals with a rock face monitoring in urban areas using a Terrestrial Laser Scanner. The pilot study area is an almost vertical, fifty meter high cliff, on top of which the village of Castellfollit de la Roca is located. Rockfall activity is currently causing a retreat of the rock face, which may endanger the houses located at its edge. TLS datasets consist of high density 3-D point clouds acquired from five stations, nine times in a time span of 22 months (from March 2006 to January 2008). The change detection, i.e. rockfalls, was performed through a sequential comparison of datasets. Two types of mass movement were detected in the monitoring period: (a) detachment of single basaltic columns, with magnitudes below 1.5 m3 and (b) detachment of groups of columns, with magnitudes of 1.5 to 150 m3. Furthermore, the historical record revealed (c) the occurrence of slab failures with magnitudes higher than 150 m3. Displacements of a likely slab failure were measured, suggesting an apparent stationary stage. Even failures are clearly episodic, our results, together with the study of the historical record, enabled us to estimate a mean detachment of material from 46 to 91.5 m3 year¿1. The application of TLS considerably improved our understanding of rockfall phenomena in the study area.