Plaxis 3D bearing capacity of square shallow foundation

Determination Bearing Capacity of Shallow Foundation By Using Plaxis 3D.
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Learn Analysis and Design of Geotechnical Applications Using Famous Geotechnical Software Plaxis 3D
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[@eduardonoriega6305]

Excelentes tutoriales!! Saludos desde Perú

[@RADHATOMAR-vq3by]

Thank you. Very nice tutorial.

[@aru243]

Hello, very nice tutorial. You are doing a great job by sharing your valuable knowledge.
Can you show a video on determination of bearing capacity of shallow foundation using PLAXIS 2D?

[@al_ahsan31]

Sir, which point/node to select for this curve ? Node of soil or footing ?

[@nehageorge6547]

hello sir , i would like to know if we have to apply boundary conditions to the soil.

[@enzu5272]

hello sir, if i have some soil layers for borehole, should i create workplanes suitable to soil layers in borehole? or i just need to input depth of foundation and the latest depth of soil layers? thank you

[@salahahmed3457]

Hi dear
what is the (sum-mist) that you multiply with Q =4000 ??
I am doing the same problem with sigma/w but in 2D
thank you so much

[@GeoStructAcademy]

Hello,
this is the stage where the load is applied. for example, when Sum-Stage is 0.6, it means that at this point only sixty percent of the load has been applied to the foundation.

[@salahahmed3457]

@@GeoStructAcademy ok i got it, thank you so much.
do you know how i can get these stages by sigma/w software ?

[@GeoStructAcademy]

@@salahahmed3457 I don't use that software right now

[@sunnykarmacharya]

Hi. Can you please tell me how to calculate the bearing capacity of the footing at failure point of the soil in the problem that you have shown.

[@GeoStructAcademy]

Hello. Usually The ultimate bearing capacity of shallow foundation is defined at the point where the load-settlement curve becomes practically linear.

[@sunnykarmacharya]

So for example if i wanted to compute the bearing capacity of the footing in the problem shown in the video what would be your recommendations? should I just increase the value of load ? also what are your recommendations in mesh selections. thank you.

[@GeoStructAcademy]

in this example, it is clear when the intensity of the load reaches 500 kN/m2, the load-settlement curve almost becomes linear. so we can say the ultimate bearing capacity is 500 kN/m2.

[@sunnykarmacharya]

thank you for answering my queries. I calculated the bearing capacity using vesic's equation for the given problem and got over 1000 kPa. I was hoping to get around the theoritical solution with FEM but have been unable to do so in 3D foundation.