Abstract

Every year, many countries carry out landslide susceptibility analyses to establish and manage countermeasures and reduce the damage caused by landslides. Because increases in the areas of landslides lead to new landslides, there is a growing need for landslide prediction to reduce such damage. Among the various methods for landslide susceptibility analysis, statistical methods require information about the landslide occurrence point. Meanwhile, analysis based on physical slope models can estimate stability by considering the slope characteristics, which can be applied based on information about the locations of landslides. Therefore, in this study, a probabilistic method based on a physical slope model was developed to analyze landslide susceptibility. To this end, an infinite slope model was used as the physical slope model, and Monte Carlo simulation was applied based on landslide inventory including landslide locations, elevation, slope gradient, specific catchment area (SCA), soil thickness, unit weight, cohesion, friction angle, hydraulic conductivity, and rainfall intensity; deterministic analysis was also performed for the comparison. The Mt. Umyeon area, a representative case for urban landslides in South Korea where large scale human damage occurred in 2011, was selected for a case study. The landslide prediction rate and receiver operating characteristic (ROC) curve were used to estimate the prediction accuracy so that we could compare our approach to the deterministic analysis. The landslide prediction rate of the deterministic analysis was 81.55%; in the case of the Monte Carlo simulation, when the failure probabilities were set to 1%, 5%, and 10%, the landslide prediction rates were 95.15%, 91.26%, and 90.29%, respectively, which were higher than the rate of the deterministic analysis. Finally, according to the area under the curve of the ROC curve, the prediction accuracy of the probabilistic model was 73.32%, likely due to the variability and uncertainty in the input variables.

Highlights

  • Landslides cause substantial economic and social losses, especially in urban areas where many people live

  • There is a disadvantage to this method because it is not possible to conduct landslide susceptibility analysis on target areas before landslides occur when there is no information on the locations of landslides

  • The state function used in landslide susceptibility analysis depends on factor of safety (FS); and we calculate the probability of failure, which is the probability that FS is less than 1

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Summary

Introduction

Landslides cause substantial economic and social losses, especially in urban areas where many people live. Landslides are destructive and represent the most frequent risk factors in mountainous areas; especially in urban areas where damage to forests and infrastructure, such as buildings and roads, can lead to soil erosion and land deformation. Geographic information system (GIS)-based landslide susceptibility analysis has been conducted to predict areas with high probabilities of landslides. Based on spatial data constructed from factors that influence landslide occurrence, such as topography, hydrology, forests, and geology, studies have been conducted to estimate landslide susceptibility [1,2,3,4,5]. There is a disadvantage to this method because it is not possible to conduct landslide susceptibility analysis on target areas before landslides occur when there is no information on the locations of landslides. It is necessary to predict landslide susceptibilities and prepare countermeasures for areas without prior information

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