Articles | Volume 14, issue 3
Nat. Hazards Earth Syst. Sci., 14, 525–533, 2014
https://doi.org/10.5194/nhess-14-525-2014
Nat. Hazards Earth Syst. Sci., 14, 525–533, 2014
https://doi.org/10.5194/nhess-14-525-2014

Research article 04 Mar 2014

Research article | 04 Mar 2014

Application of GA–SVM method with parameter optimization for landslide development prediction

X. Z. Li1,2 and J. M. Kong1,2 X. Z. Li and J. M. Kong
  • 1Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, 610041, Chengdu, China
  • 2Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, 610041, Chengdu, China

Abstract. Prediction of the landslide development process is always a hot issue in landslide research. So far, many methods for landslide displacement series prediction have been proposed. The support vector machine (SVM) has been proved to be a novel algorithm with good performance. However, the performance strongly depends on the right selection of the parameters (C and γ) of the SVM model. In this study, we present an application of genetic algorithm and support vector machine (GA–SVM) method with parameter optimization in landslide displacement rate prediction. We selected a typical large-scale landslide in a hydro-electrical engineering area of southwest China as a case. On the basis of analyzing the basic characteristics and monitoring data of the landslide, a single-factor GA–SVM model and a multi-factor GA–SVM model of the landslide were built. Moreover, the models were compared with single-factor and multi-factor SVM models of the landslide. The results show that the four models have high prediction accuracies, but the accuracies of GA–SVM models are slightly higher than those of SVM models, and the accuracies of multi-factor models are slightly higher than those of single-factor models for the landslide prediction. The accuracy of the multi-factor GA–SVM models is the highest, with the smallest root mean square error (RMSE) of 0.0009 and the highest relation index (RI) of 0.9992.

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