Soil Type	Calculation Type	Behavior Type	Test Types	Parameters	Equation	Apparatus
Cohesive Saturated	Short Term	Undrained	UU CU	$C_{u}$ $λ_{c u}$	$τ = C_{u}$ $Δ C_{u} = λ_{c u} \cdot Δ {σ^{'}}_{p}$	Triaxial (Shear Box) Shear Tester Self-boring Pressuremeter
Unsaturated Cohesive	Short Term	Undrained	UU	$C_{u u}$ $ϕ_{u u}$	$τ = C_{u u} + σ \cdot \tan ϕ_{u u}$	Triaxial (shear box)
Cohesive	Long Term	Drained	CD CU with u measurement	$C^{'}$ $ϕ^{'}$	$τ = C^{'} + σ^{'} \cdot \tan ϕ^{'}$	Triaxial or Shear Box (CD) Triaxial (CU)
Granular	Long Term, Short Term	Drained	CD	$C^{'}$ $ϕ^{'}$	$τ = C^{'} + σ^{'} \cdot \tan ϕ^{'}$	Triaxial or Shear Box