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GEO5

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Internal Stability of Section

Internal stability of section examines the failure of a micropile due to buckling into the surrounding soil. The crucial step for the determination of internal stability of section is the calculation of the normal force Ncr that depends on the micropile length, the surrounding soil and other effects. User can choose one of the following solution methods in the "Micropiles" tab for calculating critical normal force Ncr:

  • Geometric method (Euler)
  • Salas theory
  • Véas-Souche theory