Hello,
I have to analyse strengh of a thank that is underground.
It's completely contrained on concrete at it's bottom and it's stressed by the pressure of the ground (topsoil + water = 1.7 density).
What kind of stress I must apply (constant pressure, force...) ?
Can someone give me an idea or a link that explain how this should be set ?
Thanks,
GB
I have to analyse strengh of a thank that is underground.
It's completely contrained on concrete at it's bottom and it's stressed by the pressure of the ground (topsoil + water = 1.7 density).
What kind of stress I must apply (constant pressure, force...) ?
Can someone give me an idea or a link that explain how this should be set ?
Thanks,
GB