1D Consolidation Construction Stage Analysis considering Leave Time

  • Bridge Engineering
  • midas SoilWorks
  • 2013.05.09

Banked consolidation analysis applying drain material of both sides drainage condition will be performed using Modified Cam Clay(MCC)Model.

- Model the vertical drainage using draining boundary condition

- Simulate the ‘Initial’, ‘Embankment’ and ‘Leave’ stages.

- The  ground  settlements  and excess  pore  pressure  due  to embankment will be checked.

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