pipeline anchor block calculation

[galant1960]

I need help for pipeline anchor block calculation, please can someone show me this:
with ceasar II I found force on X and z par example 900 KN at node anchor block; how to do for costruction for this support?
thanks

[oinostro]

it is important to have data from the soil. the area of thrust block must have the anchor depends on the resistance offered by the soil. This area must bear the full thrust of the pipeline.

[galant1960]

thank you ...
during pipeline construction, in the engineering, it's request when a pipeline connect with afcility, we put an anchor block..
we have all informations about this :
pressure,température , diameter, material, soil density, coef of friction of the sol..etc...
the dimensiosn of the block are not the same ( wter lines, oil lines and gas lines)
I am sur that the design is the same but tehe results depend from temperature and pressure of pipe...
can you have me this formula , or any book design...
regards

[er_scec]

thank you ...
during pipeline construction, in the engineering, it's request when a pipeline connect with afcility, we put an anchor block..
we have all informations about this :
pressure,température , diameter, material, soil density, coef of friction of the sol..etc...
the dimensiosn of the block are not the same ( wter lines, oil lines and gas lines)
I am sur that the design is the same but tehe results depend from temperature and pressure of pipe...
can you have me this formula , or any book design...
regards

Hi again, casually I did some time ago a calculation for anchor blocks, it hasn't been validated yet but the results seem logical. Send me your e-mail for share it.

Regards,

Eddie