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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Normal Radial Stress Near a Wellbore Formula

σrr=12(Shmax+Shmin2Po)(1R2r2)+12(ShmaxShmin)(14R2r2+3R4r4)cos(2θ)+PoR2r2\sigma_{rr}=\frac{1}{2}(S_{hmax}+S_{hmin}-2P_o)\left(1-\frac{R^2}{r^2}\right)+\frac{1}{2}(S_{hmax}-S_{hmin})\left(1-4\frac{R^2}{r^2}+3\frac{R^4}{r^4}\right)\cos(2\theta)+P_o\frac{R^2}{r^2}

Normal Radial Stress Near a Wellbore calculates normal radial stress near wellbore for in-situ stress and rock mechanics workflows in geomechanics and fracturing.

Calculate

How engineers use this formula

Use this formula when the listed inputs (S_hmax, S_hmin, P_o, R, r, theta_deg) are known and the assumptions behind the cited in-situ stress and rock mechanics relationship match the engineering case being checked.

Assumptions

  • Input values are representative for the well, reservoir, fluid, or equipment case being evaluated.
  • The declared units match the field-unit constants used in the formula.
  • The cited formula applies to the selected petroleum engineering workflow.

Limitations

  • The calculation does not replace a full engineering model or operating procedure.
  • Accuracy depends on the source correlation, assumptions, input quality, and unit consistency.

Common mistakes

  • Mixing unit systems without converting the inputs.
  • Using default example values as field recommendations.
  • Applying the formula outside the source assumptions.

Default example

Using the default inputs, sig_rr equals 3,799.988815 psi.

S_hmaxpsi

8000

S_hminpsi

6000

P_opsi

3500

Rft

0.33

rft

1

theta_degdeg

30

Inputs

S_hmax

psi

Maximum Principal Stress in Reservoir

S_hmin

psi

Minimum Principal Stress in Reservoir

P_o

psi

Pore Pressure

R

ft

Wellbore Radius

r

ft

Distance from Wellbore Center

theta_deg

deg

Azimuth from Maximum Horizontal Stress Direction

Outputs

sig_rr

psi

Normal Radial Stress Near Wellbore

Source and review

reviewed

Reservoir Geomechanics, Zoback, M.D. (2007)

Zoback, M.D. 2007. Reservoir Geomechanics. Cambridge University Press, Page 100.

Source

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