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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Matthews-Kelly Fracture Gradient from Stress Ratio Formula

Shmin=(σminσv)(SvPp)+PpS_{hmin}=\left(\frac{\sigma_{min}}{\sigma_v}\right)(S_v-P_p)+P_p

Matthews-Kelly Fracture Gradient from Stress Ratio calculates minimum horizontal stress or fracture gradient pressure 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 (sigma_min_ref, sigma_v_ref, S_v, P_p) 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, S_hmin equals 6,777.777778 psi.

sigma_min_refpsi

5000

sigma_v_refpsi

9000

S_vpsi

9000

P_ppsi

4000

Inputs

sigma_min_ref

psi

Reference Minimum Principal Horizontal Stress

sigma_v_ref

psi

Reference Vertical Principal Stress

S_v

psi

Vertical Stress

P_p

psi

Pore Pressure

Outputs

S_hmin

psi

Minimum Horizontal Stress or Fracture Gradient Pressure

K_MK

dimensionless

Matthews-Kelly Stress Ratio

sigma_min_ref

psi

Reference Minimum Principal Horizontal Stress

S_v

psi

Vertical Stress

P_p

psi

Pore Pressure

Source and review

reviewed

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

Zoback, M.D. 2007. Reservoir Geomechanics. Cambridge University Press, Page 281.

Source

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