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:

1
c = s + σn tan ϕ 
2
c = s - σn tan ϕ
3
s =  σ+ c tan ϕ
4
s = c - σ tan ϕ

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