Видео

I use the plate element in Plaxis to model it. You can seek video parts 2, 3, 4 to see all of the process. The properties of them are shown in the Excel table on the screen.

ruclips.net/video/mLmD2QVTg4U/видео.html

ruclips.net/video/LiVkdq4DJA0/видео.html

ruclips.net/video/_wfnWgimLkg/видео.html

Videos are still too fast. Can u pls make long video step by step slow with voice

Thank you for your feedback. I appreciated it.

Next time I will talk only no music. Just worry that people get bored of my accent :D

You can check at 6:10 in the video, the concrete pile is modeled as linear elastic with concrete properties.

And to assign the pile material you just drag and drop same as when you assign the soil layer.

1. At the center of footing, settelment is maximum. 2. We can check failure shape, easily.

@@geotechniq Great, I've tried many option but I couldn't find the best described one. Is there a specific option allow me to get it? Thanks

@@raedrefaei2529 because your structure is not yet failured, how can you see the failured shape.

@@geotechniq Sure, yes. I have not cleared my point, actually my questions is general in modeling any shallow footing, because I tried to do it and it failed but non of the options showed me the failure envelope.

@@raedrefaei2529 you go to check deformation, then go to incremental,... Then can see the failured shape. It is more clear to check the safety check. C phi reduced, failured will be shown.

Please discuss more detail

@@geotechniq I mean that what you have done in the video is surface footing, Zero embedment depth. I could not found any explanation in the tutorial about how to embedded the foundation (e.g 0.5 m below surface) Hope my point is clear now, thank you 🙏

@@raedrefaei2529 I see, I will make that video.

@@geotechniq great, I’ll be waiting that. Thank you

Thank you very much. Your comment mean alot to me.

Thanks

Good question, but you should try first then you can understand why.

Glad to hear that! Please share it and subscribe if you like it.

He just forget it. He didn’t do it intentionally.

Thank you! I'm happy because you actually see it.

How can I help you?

You're welcome

Sorry, but I don't get what you mean. Can you show the capture?

This is static load test, why do you need dynamic load?

actually, I didn't try plasix 3D, But I guess you don't need to model 1/2 the geometry while using Plaxis 3D.

sir i have a problem related to my project

Please contact me via fanpage

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Just think about the unit, kN -> kN/m/m.

It is simple, Stress = Load / Area. Now, you can calculate the pile area using pi*radius squares. So just divide load with area you will get intensity. This values are round up.

You should check the manual.

Sorry, I didn't check the comment for over 2 years :) Hope you already found it.

Do you have any actuall test results, then we will try it.

@@geotechniq Hi, i tried that on Plaxis 2D.

@@abhiii.05 So, how was the result? Is it good?

@@geotechniq yeah it was almost similar to experimental results (site results)

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It is not 4m in length, please watch it again.

Thank you! Please subscribe and share if you see it is helpful.

Sorry, I didn't check the comment for over 2 years :) Hope you already found it.

Please send request to my email gastruteng@gmail.com

Actually, I didn't did it. But I will try when have free time. Btw thank you for watching.

1) Technically, I think it is possible in this case. 2) Actually, I didn't did it. But I will try when have free time.

Thanks

ruclips.net/video/gHSyG_85aSM/видео.html

Hi friend. In this case, we can not use point directly. because the pile is modeled same as soil layer with properties of concrete, it is not a plate. Then point load can't be applied for this case.

This is the simulation of actual static load test.

You can check the loading value in the excel file I attached at the download link.

Please check my other videos on this youtube chanel/

Thanks for your comment, I will try to figure it out.

This video is to simulate the static load test, from the test results we can evaluate the pile bearing capacity generally according to the Code. But I think we can calculate the pile shaft resistance and pile tip resistance also, let try to find it.

@@geotechniq did you figure it out how to calculate the shaft resistance & end bearing separately?

@@mohammadshahidulislam3152 I've try but not yet found :)

@@geotechniq did you ever find out how?

De nada

You're welcome!

Check load-settlement curve, you can make it.

It's ok please email me. gastruteng@gmail.com

You should refer to the code, check the limit settlement of that Code

maybe 10% of pile diameter or 10mm, 20mm, depends on the code in your country.

@@geotechniq You can also use Davisson criteria. And dont forget to compare the plaxis results with the actual results of the static load test

@@juliansandoval8022 Thank you. I'm about to make a video to evaluate static load test results using Davisson criteria.

Sorry for that. Next time I will do it. Hope you can get something from the video.

You're welcome

Have you made it???

Thanks for your suggestion. I will make it when appropriate.

I'm doing it. Comming soon.

you can get these value from the sheet pile properties

Did you see it?

You can try to do it then post your result here to compare :)

Can you share more detail? my email: gastruteng@gmail.com