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Geomechanics and FracturingIn-Situ Stress and Rock Mechanics

Unconfined Compressive Strength of Rock Formula

Co=2So(μ2+1+μ)C_o=2S_o(\sqrt{\mu^2+1}+\mu)

Unconfined Compressive Strength of Rock calculates unconfined compressive strength of rock 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_o, mu) 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, C_o equals 3,532.380758 psi.

S_opsi

1000

mudimensionless

0.6

Inputs

S_o

psi

Cohesive Strength

mu

dimensionless

Slope of Failure Line

Outputs

C_o

psi

Unconfined Compressive Strength of Rock

S_o

psi

Cohesive Strength

mu

dimensionless

Slope of Failure Line

Source and review

reviewed

Zoback, M.D. 2007. Reservoir Geomechanics, Cambridge University Press, Page 89.

Source

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