Hi all:
I have question about friction angle, for buried pipe modeler, I want to simulate a buried pipeline, I have a soil study of Right of way, with samples each 1.0 Km.
It is a good practice to use this data (friction angle, soil density, undraied shear strenght), to assign in Caesar II, the nodes from ABS 0+500 km until 1+500 km.
Is there another better way to simulate the soil?.
Thanks for the support,
b. regards,
Luis Cadena