Dear All,
I have a problem that concerns analysis of the effect of earthquake forces
on a sheetpile retaining wall which is secured by an incline ground anchor.
I wonder whether you have encountered this problem which I am experiencing
now with the analysis using Finite element programme (Plaxis) i.e, I attempt
to use the pseudo static approach to simulate the earthquake effects by
applying a horizontal acceleration of a certain multiple of the
gravitational acceleration, but I notice the influence from the boundary
(reflection) has caused the soil to response backward.
Thanks.
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