pump discharge

[prens11us]

Hello all,

I am analyzing a pump discharge line. After a distance the line goes under ground.
How can I model this below ground portion of pipe with Caesar.
Should I treat the soil as a restraint.

Thanks in advance

 

[stanier]

I would treat the soil as an "anchor" unless you have any geotechnical analysis that suggests that the soil will be very weak.

 

[auba]

Hi,

is easy... use soil modeller and create soil model by entering soil data.... next aplly soil model to the nodes which are buried..

is all

Thanks