thanq
thanq
hi abdel halim
thank you for this job....
I want to ask you if it's possible to help me.
I work with caesar II , but during analyze flowline underground, caesar calculate the stress and the displacements ...i'ts OK..
but for tis particular , we need to calculate upheaval buckling , because we don't no if the coverage soil ( depth and the soil model) is enought to stop the uplift resistance...
as you known , the underground pipeline can't moove free lateraly, then the axial force push it above the ground...then we need to calculate the soil of cover , to avoid buckling...
please if you have any file or document ...
thanks in advance
thank you for sharing
Many thank...very good appreciate![]()
thanks
The link is dead .please i need the material.Can someone in the house upload again or send to my email is soloweber@yahoo.com
thank you for sharing
thanks
Thanks
thanks, just what i was looking for....
thanks
thanks for sharing....
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