GEO5 Tutorials: Designing an Anchored Diaphragm Wall in Sheeting Check 

Yes, it is possible, we can model it in the same construction stage. Have a great day, Fine team

Hello, racker could be inputted as a prop with corresponding stiffness. But there is no way to define kicker block. More information you can find in our online help describing all details: www.finesoftware.eu/help/geo5/en/props-02/ Best regards, Fine team

Hi Abhijeet, the prestressing force should be determined by the designer of the structure.