Ground engineering · Tunnels & shafts

Convergence–confinement (circular tunnel) calculator

Critical support pressure, plastic zone radius and wall displacement for a support pressure pi.

Standard: Duncan Fama (1993) · Hoek (Mohr–Coulomb)

Open the live calculator → All ground engineering calculators

Inputs in the worked example

The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.

InputValueUnit
Tunnel radius4m
In-situ stress5MPa
Support pressure0.3MPa
Rock mass cohesion0.8MPa
Rock mass φ30°
Rock mass modulus3000MPa
Poisson's ratio0.3

Worked example — results

ResultValueUnit
k = (1 + sinφ)/(1 − sinφ)3.00
σcm = 2c cosφ/(1 − sinφ)2.77MPa
pcr = (2p0 − σcm)/(1 + k)1.81MPa
Plastic radius5.51m
Wall displacement11.42mm
Strain ui/r00.285%
pi 0.3plastic zone rp 5.51 mr0 4 mp0 5 MPapcr 1.81 MPawall disp 11.4 mmstrain 0.29%
Diagram for the worked example

Method, formulas and assumptions

Related ground engineering calculators

For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.