what is the criteria for deciding that there is requirement of anchor block in an undergroung piping model.
In one of my system, a 24" line after coming out of equipment is going undergroung in same plane at a buried depth of 1m with bend radius 40D. now if I am using anchor block in this line, a huge load is coming on equipment nozzle. I can not change routing of underground piping and equipment location is also fixed. Plz suggest me any solution for this problem