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For years, Slide2 was the workhorse of the industry. However, 2D analysis assumes an infinitely wide slope, which can lead to overly conservative (or occasionally dangerously optimistic) Factor of Safety (FS) calculations.

• Zero or negligible tensile strength (common in many Mohr–Coulomb soil models).
• Incorrect cohesion-to-tensile strength relationship (cohesion used but tensile strength not defined).
• Using brittle constitutive models that do not capture post-peak softening or fracture energy.

Moreover, the normalization of crack use can also perpetuate systemic inequalities. Communities already disadvantaged are often disproportionately affected by the crack epidemic, with limited access to resources and support.