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What is the difference between FLIP and FLUSH(SHAKE)?
The difference can be as follows:
Comparison with FLUSH(SHAKE) I
Soil state and load condition
Soil state Load Phenomenon SHAKE FLUSH FLIP Stiffness reduction due to ordinary nonlinearity of soil earthquake gravity active failure ~ ~ Stiffness reduction due to liquefaction earthquake ~ ~ gravity residual deformation ~ ~
Comparison with FLUSH (SHAKE) II Evaluation items
SHAKE FLUSH FLIP Analysis method 1D 2D 2D Total stress Total stress Effective stress Condition Items equivalent linear equivalent linear nonlinear Liquefiable condition liquefaction triggering residual deformation ~ ~ maximum displacement ~ ~ Structural force (residual) ~ ~ Structural force (maximum) ~ ~ Non liquefiable condition
(measures against liquefaction)residual deformation ~ ~ maximum displacement(by earthquake) Structural force (residual) ~ ~ Structural force (maximum) ~ Note applicable only to horizontally layered ground