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Fig. 12. (a) Inclusion pressure p_i and (b) aspect ratio ${lambda}$ within linear elastic material under isotropic ( ${Sigma}$ ₁₁ = ${Sigma}$ ₂₂ = 0 to 100 kPa) and anisotropic ( ${Sigma}$ ₁₁ = 100 kPa, ${Sigma}$ ₂₂ = 0...100 kPa) remote stress with fluid compressibility ${kappa}$ = 5 x 10^–7 kPa^–1 (water), soil bulk modulus K = 10⁴ kPa and Poisson's ratio ${nu}$ = 0.3 for different membrane stiffness (K_Me, ${nu}$ = 0.49).