Plaxis 3D LOAD CAPACITY OF A BORED PILE (LESSON 2)

-Plaxis 3D
-BORED PILE (LESSON 2)
-Deep Foundation
-One of the piles was a 40 cm diameter pile with a length of 10 m, which was ultimately
loaded to failure in compression. It has been constructed in silty and clayey sands,
which can be divided in several layers, as sketched in Figure 4.1. The water table is
located just below the foot of the pile.

[@EngineerHunter]

Your channel has inspired me. I hope you makes more video.

[@ciciinfant2121]

How to determine EA and EI for plate elements in plaxis 2d?

[@abhiii.05]

Hello .. i want to know how to implement osterberg cell load test for pile in Plaxis 2D .. please reply as soon as possible

[@Bismi23]

Sir , please send me the pdf

[@vishalsharma5415]

Can you provide the tutorial of bored pile design for places 2d.

[@edissonavila7352]

Hi friend, please maybe, you know how can I generate other curves with stress, displacement, load, etc? I only have been able to generate the same curve displacement vs. step or multiplier as your video but I would like to work with other curves load-displament, because I want to estimate the bearing capacity of a pile group. Please, it would be very nice if you could help me.

[@anachakengineer]

hi friend

[@nabajyotisarkar7418]

please upload the pdf file i need soil property

[@yogeshanand1026]

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[@nabajyotisarkar7418]

@@yogeshanand1026 [e-mail] thank you sir

[@mysteriousmonk800]

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