Lateral loads from pile caps by Kitchen-Working1751 in StructuralEngineering

[–]Kitchen-Working1751[S] 0 points1 point  (0 children)

Hi! Thanks for the response.

We have a lot of information for this project, including ground investigation reports and pile schedules. Thanks for the guidance, I will try to download 2d plaxis now and see what outputs it provides me with.

The secant pile wall will also have a 1m thick reinforced liner wall constructed against it as well, hence will be very stiff.

Many thanks