Peak velocity
0.0 m/s
Slope is stable
Material displaced
0 m³
0% mobilized
Runout distance
0 m
Toe zone clear
READY
00:00.0
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20 m
Start slide
Rain burst
Earthquake
Overview
Reset
Scenario
Custom
Saturated mudflow
Dry rockslide
Shallow soil slip
Earthquake failure
Clear-cut slope
Ground material
Weathered loam
Plastic clay
Loose sand
Fractured rock
Surface cover
Mature forest
Grass and scrub
Clear-cut
Slope protection
None
Drainage trenches
Debris barrier
Ground anchors
Velocity traces
Slope angle
34°
Soil saturation
68%
Rainfall
22 mm/h
Soil cohesion
12 kPa
Debris volume
18,000 m³
Simulation speed
1.0×
Simulation ready.