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Verification Problems

Several examples to validate and demonstrate the dynamic option in FLAC3D are presented.

FLAC3D

  • Natural Periods of an Elastic Column
  • Comparison of FLAC3D to SHAKE for a Layered, Linear-Elastic Soil Deposit
  • Comparison of FLAC3D to SHAKE for a Layered, Nonlinear-Elastic Soil Deposit
  • Slip Induced by Harmonic Shear Wave
  • Hollow Sphere Subject to an Internal Blast
  • Free Vibration of a Cantilever Beam (FLAC3D)

FLAC2D

  • Natural Periods of an Elastic Column
  • Comparison of FLAC2D to SHAKE for a Layered, Linear-Elastic Soil Deposit
  • Comparison of FLAC2D to SHAKE for a Layered, Nonlinear-Elastic Soil Deposit
  • Slip Induced by Harmonic Shear Wave
  • Hollow Sphere Subject to an Internal Blast

Also, see the example application:

  • Seismic Analysis of an Embankment Dam (FLAC2D)

  • Free Vibration Analysis of a Dam (FLAC2D)

⇄
  • Itasca Software 9.6 documentation »
  • FLAC (FLAC2D/FLAC3D) »
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  • Dynamic Analysis »


⇐ Recommended Steps for Seismic Analyses | Natural Periods of an Elastic Column (FLAC3D) ⇒
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