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Despite their significance, FTTCs are seldom captured in routine slope stability assessments, largely due to the lack of robust constitutive models that accommodate tensile cracking in soils. Recent advances in finite‑element platforms, particularly , now enable the coupling of SLOPE/W (strength analysis) with SEEP/W (flow analysis) and the optional use of the Modified Cam‑Clay (MCC) or Mohr‑Coulomb models augmented with a tension crack (TC) option.
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