Pile fundation in RFEM 6

Product Support
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1

What are the options for modeling driven piles in RFEM 6?

3

Hi Vasily,

To model a driven pile, you can use a member of the 'pile' member type. Please check out the following Knowledge Base article, where you should find all the information you need:

https://www.dlubal.com/en/support-and-learning/support/knowledge-base/001924

If you have any more questions, feel free to reach out. :blush:

Best regards,
Matthias

4

In this case, when the pile is driven (without taking into account the pile's own weight and without any load on the pile), a thrust force should arise from the volume of soil displaced by the pile. But this is not the case.

5

Dear Василий,

to discuss your problem, it would be helpful to provide more information – at best from the beginning.

Please read How to Get Quick & Helpful Answers

Thanks and regards
Sören