Greetings from Dhaka, Bangladesh.
I have started using both Hyrcan and Adinos softwares. Many congrats on developing these excellent softwares.
I am using Hyrcan for an end-anchored sheetpile. For the sheetpile part, I am using a stiff soil, not sure if this correct way of doing it.
Also, after applying seismic force, the slip circle becomes too wide in case of Bishop method. The Janbu circle looks much smaller. Infact there is no change in Janbu slip circle if I change Seismic horizontal coefficient. Am I doing it correctly?
I am attaching the hjs file for your kind comment.