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