Hello, in the video, you applied a line load at the pile top and used axisymmetric models to simulate a pile load test. I have a concern regarding the values of the line loads you calculated. Following PLAXIS manuals, the force should be represented by force per unit radian. However, you calculated force per unit width. Is it correct?
Hey, thank you for your videos. I wanna know how could I calculate only the end bearing? Could you please make a video about this? (shaft resistance and end bearing) how to know the results separately
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.
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.
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.
Hello, in the video, you applied a line load at the pile top and used axisymmetric models to simulate a pile load test. I have a concern regarding the values of the line loads you calculated. Following PLAXIS manuals, the force should be represented by force per unit radian. However, you calculated force per unit width. Is it correct?
Hello, thank you so much for the tutorial. I have a question, how did you assign pile material? 11:14 in the video
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.
Thank you. This is a great video!
Thank you.sir please make a video on piled raft foundation
Have you made it???
Thanks for your suggestion. I will make it when appropriate.
I'm doing it. Comming soon.
Hey, thank you for your videos. I wanna know how could I calculate only the end bearing? Could you please make a video about this? (shaft resistance and end bearing) how to know the results separately
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?
Thank you for this wonderful explanation. Can I take a work sheet excel Pile Static Load Test from you thank you
It is just a simple excel file, you can make it too. If not, please send the request via email gastruteng@gmail.com
Please send it to me also fazilpatel99@gmail.com
@@fazilpatel8723 I got your email and already sent
@@fazilpatel8723 check your email
If the drawn pile has a diameter of 0.25 m, why are you loading the full pressure stage and not half?
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.
Is it a load displacement curve?
1) can't we apply the point load Directly why to convert it in kN/m2
2)pile bearing and shaft resistance calculations
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.
can you explain pls how to calculate the pile bearing and shaft friction?
Actually, I didn't did it. But I will try when have free time. Btw thank you for watching.
Why didn't you use plate element to model pile?
Good question, but you should try first then you can understand why.
thank you very much!
Thank you! Please subscribe and share if you see it is helpful.
Hello .. i want to know how to implement osterberg cell load test for pile in Plaxis 2D .. please reply as soon as possible
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)
What about strip footing rseting on a slope??
Check load-settlement curve, you can make it.
Hi, can you explain how to convert the Load (kN) to q (kN/m/m) ? Thankyou
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.
Why the pile is drawn on the edge of the model, does not reflect the strain (stress) from the edges of the model ?
After watching this video, you may understand why
ruclips.net/video/gHSyG_85aSM/видео.html
If I create this in 3D plaxis , do I need to create the half geometry only to get the same load settlement results?
actually, I didn't try plasix 3D, But I guess you don't need to model 1/2 the geometry while using Plaxis 3D.
How you create a pile in plaxis 2d ?
thanks, sir. your tutorial
Thank you! Please subscribe and share if you see it is helpful.
But how yo derive pile capacity from the curve?
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.
thank you for your videos. would you mind to send me the tutorial to simulate consolidation test using plaxis 2d please?
Please send request to my email gastruteng@gmail.com
the pile is 4m anchored in rock stratum ?
thank you but always try to create logical examples.
It is not 4m in length, please watch it again.
Please make a subtitle🙏
Sorry for that. Next time I will do it. Hope you can get something from the video.
How to activated dynamic load in selection explorer? i always fail 🙁
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?
please provide this in pdf format
You can try to do it then post your result here to compare :)