This forum uses cookies
This forum makes use of cookies to store your login information if you are registered, and your last visit if you are not. Cookies are small text documents stored on your computer; the cookies set by this forum can only be used on this website and pose no security risk. Cookies on this forum also track the specific topics you have read and when you last read them. Please confirm whether you accept or reject these cookies being set.

A cookie will be stored in your browser regardless of choice to prevent you being asked this question again. You will be able to change your cookie settings at any time using the link in the footer.

Thread Rating:
  • 0 Vote(s) - 0 Average
  • 1
  • 2
  • 3
  • 4
  • 5
Soil settlement and pipeline displacement
16-02-2012, 12:29 PM,
RE: Soil settlement and pipeline displacement
(10-02-2012, 01:22 PM)peipei Wrote: Questions
- In the third case with a 24 m length, why the U-Z could be larger than the SUBZMAX? The pipe could either completely follow the soil or rigid enough move less than de soil. What is the physical meaning if ∆P>∆S?

Regarding your first question:
You should draw the applied settlement loads (SETLZ*F). These loads can be found in Function 5 (pipeline behaviour) under additional output tables: S-LOAD or 'Applied settlement loads'.

Messages In This Thread
RE: Soil settlement and pipeline displacement - by ir. M. Lammers - 16-02-2012, 12:29 PM

Forum Jump:

Users browsing this thread: 1 Guest(s)