EDIER VICENTE ARISTIZABAL GIRALDO

Dr. EDIER VICENTE ARISTIZABAL GIRALDO

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Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 March 2023 in Natural Hazards
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DGDerly Gómez
Derly Gómez
EGEdwin F. García
Edwin F. García
EGEDIER VICENTE ARISTIZABAL GIRALDO
EDIER VICENTE ARISTIZABAL GIRALDO
Landslide databases are a potential tool for the analysis of landslide susceptibility, hazard, and risk. Additionally, the spatio-temporal distribution of landslides and their correlation with their triggering factors are inputs that facilitate the evaluation of landslide prediction models and the determination of thresholds necessary for early warning systems (EWS). This study presents an analysis of four widely known global databases—the International Disaster database (EM-DAT), the Disaster Inventory System (DesInventar), the Global Landslide Catalog (GLC), and the Global Fatal Landslide database (GFLD)—which contain relevant landslide information for different regions of the world. These databases were analysed and compared by means of the spatio-temporal distributions of their records. Subsequently, these databases were merged and depurated to obtain a more robust database, namely the Unified Global Landslide Database (UGLD), with 161 countries, 37,946 landslides, and 185,753 fatalities registered between 1903 and 2020. The merging process among the databases resulted in a small number of repeated landslides, indicating that the databases collect very different landslide information and complement each other. Finally, an update of the spatial and temporal analysis of landslides in the world was performed with the new database, in which patterns, trends, and the main triggers were presented and analysed. The results obtained from the analysis of the UGLD database show the American and Asian continents as the continents with the highest number of landslides and associated fatalities, showing a bimodal and unimodal annual temporal pattern, respectively. Regarding the most frequent triggers of landslides, rainfall, anthropogenic intervention, and earthquakes stand out.

16 July 2019 in Disasters
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EGEDIER VICENTE ARISTIZABAL GIRALDO
EDIER VICENTE ARISTIZABAL GIRALDO
OSOscar Sánchez
Oscar Sánchez


1 November 2005 in Engineering Geology
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Journal Article
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EGEDIER VICENTE ARISTIZABAL GIRALDO
EDIER VICENTE ARISTIZABAL GIRALDO
BRBarry Roser
Barry Roser
SYShuichiro Yokota
Shuichiro Yokota

24 March 2020 in Natural Hazards and Earth System Sciences
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JCJohnnatan Palacio Cordoba
Johnnatan Palacio Cordoba
MMMartin Mergili
Martin Mergili
EGEDIER VICENTE ARISTIZABAL GIRALDO
EDIER VICENTE ARISTIZABAL GIRALDO
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.