MA ci prendi in giro pure tu?

q amm = ability of the soil to safely carry the pressure placed on the soil by any engineered structure without undergoing a shear failure with accompanying large settlements. A safe bearing pressure with respect to failure: q ultima, does not ensure that settlement will be within acceptable limits.

Così vi instillo altri dubbi...

Non oso pensare a cosa dira VM

"Prosunt omnia quae obstant"
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