Page 76 - Design Considerations Based on Quantitative Risk Assessments for Slopes

Case Studies

Federal Route FT185

▪ FT 185 Down-Slopes Frequency vs Chainage

1.E-02
Unacceptable

1.E-03
Frequency per annum 1.E-04 ALARP

1.E-05

Acceptable

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