This application can be used to estimate the ground surface settlement due to tunneling
Bore or Tunnel Diameter (m)
Cover (m)
Kg (Use 0.5 for clays, 0.25-0.45 for sands)
Volume Loss (%)
Developed by: Rukshan Azoor
Reference: Peck (1969) as described in Craig's Soil Mechanics 9th Edition, Ch. 12.7
Disclaimer: The information provided in this web application is intended to be a preliminary estimation based on minimum data inputs. Independent verification of this information is recommended before using it for design or research
Drop a ColumnPanel here.