Dear Colleagues,
I have modeled multi layer construction of an
embankment dam with an explicit Lagrangian finite
difference program, I want to model pore pressure
build up. For this purpose I am using coupled analysis
in two phase medium. I have a doubt in selecting bulk
modulus of water. I have used 2*10^8 Pa for this
parameter. I think this parameter reduces because of
solution of air in water. Is it logical to reduce bulk
modulus to 2*10^8 for this reason? What is your
suggestion for this parameter?
yours,
A. R Bagherieh
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