The ARRS project was presented at the Annual Meeting of the International Consortium on Landslides (ICL, Kyoto, Japan) that was held in Paris in November 2017. The project was positively evaluated and as such it gained the status of an active project IPL-225 of the International Programme on Landslides (IPL) - http://iplhq.org/category/iplhq/ipl-ongoing-project/.
F.18 Transfer of new know-how to direct users (seminars, fora, conferences)
COBISS.SI-ID: 8235873The paper summarizes the observation of the Potoška planina landslide, which is located in the Karavanke mountain range in NW Slovenia. This paper presents the monitoring of surface movement patterns at the toe of the Potoška planina landslide using two independent survey techniques. The sliding mass is composed of tectonically deformed and weathered Upper Carboniferous and Permian clastic rocks covered with a large amount of talus material, which is unstable and prone to landslides. Additionally, the Bela torrent causes significant erosion and increases the possibility of mobilization of the sliding mass downstream. In order to estimate surface movement patterns over a monitoring period of 22.5 months periodic monitoring was conducted using unmanned aerial vehicle (UAV)-based photogrammetry, which provides high-resolution images and tachymetric geodetic measurements that enables accurate control of photogrammetric analysis of surface displacements. According to our results, the movement pattern at the toe of the Potoška planina landslide indicates a steadily downslope movement of the entire area with localised surges superficial slips.
F.18 Transfer of new know-how to direct users (seminars, fora, conferences)
COBISS.SI-ID: 2661973In this study, we used the LS-Rapid model to investigate the triggering phase of the 2000 Stože landslide above Log pod Mangartom. LS-Rapid was successfully applied to post-event analyses of the triggering phase in different parts of the world. As topographic data for the Stože debris-flow numerical model we used the new LiDAR-based DTM with the resolution of 1m, and the old pre-event topographic maps to present topography of the Stože landslide area before the 2000 event. To determine geological units and soil parameters for the LS-Rapid model, the Geological map of Slovenia in scale 1:100.000 was used. Soil parameters and the depth of unstable mass for each geological unit on the Stože slope were determined based on experience and professional judgement. Only pore pressure was included as the triggering factor in the numerical model, and not also earthquake forces.
F.18 Transfer of new know-how to direct users (seminars, fora, conferences)
COBISS.SI-ID: 8171873