Engineering/Civil Engineering/3rd Year/Sem 1/Soil Mechanics/Effective Stress

Effective Stress

Terzaghi effective stress from total stress and pore pressure.

Formula
σ' = σ − u
Results
Effective Stress
150kPa
= 150000 Pa
= 0.15 MPa
= 0.0001 GPa
25 constants available in the Constants Library