Thanks.
But should I ignore the formula B=0.37R. and only use the figure. As for I understand is this formula based on the
tank diameter and useless for edge settlement. (B=D/64).
And what is your experience with the API criteria.? Is it realistic?
In the Netherlands the soil is very soft. And...
What is the correct formula to calculate the maximum allowable edge settlement. (Or what is the PRACTICAL formula to use)
These are a few a know (the most conservative first
API uses B=0,37R. But this is not realistic.
There is also a method used by AEC B=0.41R^2
EEMUA uses B=2R.
Table B10...