Hello, can i design the foundation with only the stress presiometric allowable value because i dont have all the soil caractristcs.
so i have to delet the soil type (clay , sand ....) but i cant do that.
Type the value of the allowable stress rather than use the analytical method.
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thank you for the explanation but when i do these steps i can see in the foundation note that the soil type is included as you can see in the picture,