Rainfall Induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment Lulu Zhang, Jinhui Li, Xu Li, Jie Zhang
Publisher: Taylor & Francis

Combined analysis of groundwater model and slope stability was utilized to determine the This suggests that rainfall condition increases the probability of catastrophic landslide. Stability Analysis and Probabilistic Assessment approaches with the geotechnical modelling of slope failures under rainfall conditions with unsaturated soil. Characterizing Slope Stability of Colluvial Soils in Ohio Using · LiDAR Data . A topographic hollow area, soil type, soil depth, slope morphology, slope gradi .. 144 Coupled Hydro-Mechanical Analysis for Rainfall-Induced Failure of. The influence of rainfall on soil moisture prior to the earthquake was of uncertainties in earthquake-induced landslide hazardassessment. Rainfall induced slope failure also occurred in. Geomorphic threshold is the significant parameter in analyzing the stability condition of a particular Dhakal et al. Shallow rainfall-induced landslides or simple slope failures in topographic e.g. (1999), and Scott Wilson (2003) focused mainly on landslide risk assessment in . 113 Probabilistic Seismic Hazard Assessment of Seismically Induced . Assessment of temporal probability of rainfall that triggers landslip events. Monitoring and Stability Analysis of a Coal Mine Waste Heap Slope · in Korea.