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Message 1 of 6
amirdj.gc
589 Views, 5 Replies

foundation design

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. 

5 REPLIES 5
Message 2 of 6

Type the value of the allowable stress rather than use the analytical method.

 

stress limit.PNG

 

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Artur Kosakowski
Message 3 of 6

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, 

Message 4 of 6

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.



Artur Kosakowski
Message 5 of 6

i know that the value of the stress pressiometric is used but when i change the soil type the results change, why that

 

Message 6 of 6

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.



Artur Kosakowski

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