Assessment Of Landslide Volume For Alishan Highway Based On Database Of Rainfall-Induced Slope Failure

Yun-Yao Chi & Ya-Fen Lee
In this paper, a study of slope failures along the Alishan Highway is carried out. An innovative empirical model is developed based on 15-year records of rainfall-induced slope failures. The statistical models are intended for assessing the volume of landslide for slope failure along the Alishan Highway in the future. The rainfall data considered in the proposed models include the effective cumulative rainfall and the critical rainfall intensity. The effective cumulative rainfall is defined at...
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