billsumner
Petroleum
- Jan 21, 2005
- 18
Has anyone got general formulae for axial/uplift movement of pipelines in soil? Preferably referring to a code.
For example, what friction is developed between a pipeline with a known depth of cover and a granular or cohesive soil with known values of friction and cohesion?
For example, what friction is developed between a pipeline with a known depth of cover and a granular or cohesive soil with known values of friction and cohesion?