Page 88 - Design Considerations Based on Quantitative Risk Assessments for Slopes

Case Studies

NSE KM426

▪ Geotechnical Model of Remedial Works

Slope Repair
Method
• 18m & 12m long
soil nail with 3m
c/c spacing at
second tier
• 18m & 12m long
soil nail with 1.5
c/c spacing at
second slope
surface
• 4m height of
rockfill
• 5m height of fill
embankment at
second and third
tier