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Landslide Analysis Subject to Geological Uncertainty Using Monte Carlo Simulation (A Study Case in Taiwan)
Joni Fitra,
Wen Chao Huang
, Yusep Muslih Purwana
土木工程學系
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引文 斯高帕斯（Scopus）
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Keyphrases
Taiwan
100%
Monte Carlo Simulation
100%
Dip Angle
100%
Landslide Analysis
100%
Geological Uncertainty
100%
Geological Survey
50%
Landslide
50%
Engineering Design
33%
Groundwater
16%
Design Concept
16%
Failure Probability
16%
Survey Data
16%
LiDAR
16%
LiDAR Data
16%
Angle Dependence
16%
Slope Stability Analysis
16%
Surface Measurement
16%
Slope Landslide
16%
Sediment Sources
16%
Lidar Measurements
16%
Slope Stability
16%
Low Failure Probability
16%
Derived Data
16%
Water-induced
16%
Resisting Forces
16%
Engineering
Dip Angle
100%
Failure Probability
33%
Slope Stability
33%
Simulation Result
16%
Design Concept
16%
Stability Analysis
16%
Engineering
16%
Driving Force
16%
Design Engineering
16%
Earth and Planetary Sciences
Taiwan
100%
Geological Survey
60%
Slope Stability
40%
Standard Deviation
20%
Stability Analysis
20%