Buried pipe issue
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It is a section of buried pipeline, with part of it laid in existing trenches that are made of bricks and do not contain soil, while the remaining part is buried in soil. Should the points where the pipeline enters and exits these trenches be considered as the points where it enters and exits the soil in Caesar II?
I think it should be. Because in the trench, you still don’t experience the force of the soil. The resistance to harvesting the soil after it enters the soil, and so on.
Yes, as mentioned upstairs, there is no soil restraint in the trench.
The buried pipeline software needs to calculate the length of the virtual anchorage section; it is recommended to enter a slightly larger value for the buried section length. :)