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
Excellent tutorial thanks. The likes of Plaxis could learn this customer relationship.
Thank you very much. It's helpful and informative too
Also please inform, whether we can model excavation and anchor rows in same construction stage?
Yes, it is possible, we can model it in the same construction stage. Have a great day, Fine team
Can yu explain more detail way for ”racker and kicker block”
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
How we decide the prestressing force for anchors please confirm.
Hi Abhijeet, the prestressing force should be determined by the designer of the structure.
Dia-fragem wall = Diaphragm wall