Abstract

Abstract. Landslides triggered by rainfall are very common phenomena in complex tropical environments such as the Colombian Andes, one of the regions of South America most affected by landslides every year. Currently in Colombia, physically based methods for landslide hazard mapping are mandatory for land use planning in urban areas. In this work, we perform probabilistic analyses with r.slope.stability, a spatially distributed, physically based model for landslide susceptibility analysis, available as an open-source tool coupled to GRASS GIS. This model considers alternatively the infinite slope stability model or the 2.5-D geometry of shallow planar and deep-seated landslides with ellipsoidal or truncated failure surfaces. We test the model in the La Arenosa catchment, northern Colombian Andes. The results are compared to those yielded with the corresponding deterministic analyses and with other physically based models applied in the same catchment. Finally, the model results are evaluated against a landslide inventory using a confusion matrix and receiver operating characteristic (ROC) analysis. The model performs reasonably well, the infinite slope stability model showing a better performance. The outcomes are, however, rather conservative, pointing to possible challenges with regard to the geotechnical and geo-hydraulic parameterization. The results also highlight the importance to perform probabilistic instead of – or in addition to – deterministic slope stability analyses.

Highlights

  • Landslides cause substantial human and economic losses every year (Kjekstad and Highland, 2009; Petley, 2012; Schuster and Highland, 2001)

  • The results using the deterministic analysis with the infinite slope stability model in r.slope.stability are shown in Fig. 3a, whereas the results obtained with the slip surface model are shown in Fig. 3b, both of them in terms of factor of safety (FoS)

  • We have presented the results of r.slope.stability for the La Arenosa catchment in the Colombian Andes. r.slope.stability is a 2.5-D slope stability model capable of dealing with shallow and deep-seated landslides triggered by rainfall

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Summary

Introduction

Landslides cause substantial human and economic losses every year (Kjekstad and Highland, 2009; Petley, 2012; Schuster and Highland, 2001). Economic losses tend to concentrate in industrialized and developed countries, the numbers of human fatalities and affected persons are highest in densely populated, less developed countries (Petley, 2012; Sepúlveda and Petley, 2015). Landslides triggered by rainfall are a frequent phenomenon in mountainous terrain (Keefer et al, 1987; Van Westen et al, 2008; Varnes, 1978). In tropical environments and complex terrain such as the Colombian Andes a high percentage of landslides are triggered by heavy or prolonged rainfall

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