dear user hello
i intend to build a numerical model using flac3d 6 software i build the geometry with extrusion pane and set all values for
pile – soil interaction when i try to use fluid confg. i apply a pore pressure with value of 2.8e5 with gradient of -1e4 at bottom of my model . my model consist of 21*21*28 using symmetry about z-y plane then i used finn model and finally i used apply the
seismic load with the boundary on figure below , please anyone help me :
1- is pore pressure computation is wright since i used 1000 water * 10 gravity*28 the z depth
2- does the boundary condition for dynamic analysis is good

CC-2.JPG aa-0.JPG BB-1.JPG


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