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,
For the settings as on my picture the marked value will be used regardless of the soil profile you have defined in the Soils dialog.
i know that the value of the stress pressiometric is used but when i change the soil type the results change, why that
I'm not sure if I understand you correctly. The stress limit in the soil should not change but the load due to the change of soil weight can.
