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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Drilling-Induced Tensile Fracture Margin Formula

MT=σθθ+TsM_T=\sigma_{\theta\theta}+T_s

Drilling-Induced Tensile Fracture Margin calculates tensile fracture stability margin 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_p, P_W, T_s, sigma_DT) 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, M_T equals 610 psi.

S_Hmaxpsi

6300

S_hminpsi

4300

P_ppsi

3080

P_Wpsi

3710

T_spsi

800

sigma_DTpsi

0

Inputs

S_Hmax

psi

Total Maximum Horizontal Stress

S_hmin

psi

Total Minimum Horizontal Stress

P_p

psi

Pore Pressure

P_W

psi

Wellbore Mud Pressure

T_s

psi

Rock Tensile Strength

sigma_DT

psi

Thermally Induced Hoop Stress

Outputs

M_T

psi

Tensile Fracture Stability Margin

sigma_theta_min

psi

Minimum Hoop Stress at Tensile-Fracture Azimuth

T_s_req

psi

Tensile Strength Required for Neutral Margin

Source and review

reviewed

Introduction to Energy Geomechanics, Espinoza, D.N.

Espinoza, D.N. Introduction to Energy Geomechanics, Chapter 6.4, Eqs. 6.16-6.17.

Source

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