Dear fellow experts,
I read about liquefaction of soil. However, I am wondering what frequency is critiacal for this to occur?
I came across a 1.4m thick partially buried pile cap which moves in three directions (x,y, z). Wondering whether the induced vibration from the structure about has caused this?
What are the typical ground investigation suitable to verify the integrity of the ground. Will liquefaction happens in this case as the top five meter is of reclamation sand.
thank you and god bless.
Noel
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