If s is the shear strength, c and Φ are shear strength parameters, and σn is the normal stress at failure, then Coulomb's equation for shear strength of the soil can be represented by

c = s + σs tan Φ
 
c = s - σn tan Φ
 
s = σn + c tan Φ
 
s = c - σn tan Φ
 

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