Page 74 - Design Considerations Based on Quantitative Risk Assessments for Slopes

Case Studies

Federal Route FT185

▪ FT 185 Up-Slopes Frequency vs Chainage

1.E-01

Unacceptable

1.E-02

Frequency per annum 1.E-03 ALARP

1.E-04

1.E-05
Acceptable

1.E-06
0 20 40 60 80 100 120 140
Chainage (m)