A bit less than it's allowable axial capacity which the vendor calculates for you ( at least for concrete pipe). Multiple jacking stations may be required for really long sections.
It's a calculation undertaken by the tunneling contractor in my experience.
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
Maybe I expressed myself in the wrong way. I want to know if there is a Standard, or
recognized and authoritative method, I can use to calculate the force applied to the pipe during the jacking operation (i.e : face resistance and lateral frictional resistance)