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Geotechnical and Structural Engineering
Вьетнам
Добавлен 25 июл 2020
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Drained and undrained stability of an embankment
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Видео
Python for Beginner - Indentation Error, Sytax Error, Change console positon
Просмотров 42Год назад
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Plaxis 2D - Pile Raft Foundation P3
Просмотров 826Год назад
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Plaxis 2D - Pile Raft Foundation P4
Просмотров 632Год назад
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Plaxis 2D - Pile Raft Foundation P2
Просмотров 924Год назад
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Plaxis 2D - Pile Raft Foundation P1
Просмотров 1,3 тыс.Год назад
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Python for Beginner - String Manipulation 2
Просмотров 18Год назад
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Python for Beginner - String Manipulation 1
Просмотров 28Год назад
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Python - Hello World
Просмотров 56Год назад
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Pycharm - Installation
Просмотров 31Год назад
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Setup Python
Просмотров 73Год назад
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Sheetpile applications
Просмотров 25Год назад
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Company Logo in Plaxis
Просмотров 44Год назад
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Pile driving - Diesel Hammer
Просмотров 235Год назад
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Soil Mechanics _ Basic But Important_Exercise P1
Просмотров 4264 года назад
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Soil Mechanics _ Basic But Important - Weight & Volume Relationship_P2
Просмотров 3944 года назад
Soil Mechanics _ Basic But Important - Weight & Volume Relationship_P2
Soil Mechanics _ Basic But Important - Weight & Volume Relationship_P1
Просмотров 4004 года назад
Soil Mechanics _ Basic But Important - Weight & Volume Relationship_P1
Plaxis 2D 2020 Deep Excavation Dry P2 Final
Просмотров 7 тыс.4 года назад
Plaxis 2D 2020 Deep Excavation Dry P2 Final
Plaxis - How To Simulate Pile Static Load Test
Просмотров 28 тыс.4 года назад
Plaxis - How To Simulate Pile Static Load Test
Plaxis 2D 2020 Deep Excavation Dry P1
Просмотров 1,9 тыс.4 года назад
Plaxis 2D 2020 Deep Excavation Dry P1
Don't use Plaxis if you don't know this (Part 3)
Просмотров 8744 года назад
Don't use Plaxis if you don't know this (Part 3)
Don't use Plaxis if you don't know this (Part 2)
Просмотров 1,7 тыс.4 года назад
Don't use Plaxis if you don't know this (Part 2)
Don't use Plaxis if you don't know this (Part 1)
Просмотров 1,7 тыс.4 года назад
Don't use Plaxis if you don't know this (Part 1)
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?
Thank you. This is a great video!
REUPLOAD WITHOUT MUSIC. PLEASE. FOR THE SAKE OF THE FUTURE AND ASPIRING GEOTECHNICAL ENGINEERS THAT WILL USE PLAXIS AND THE SAFETY AND HUMAN LIFE.
can you plz send me the file?
Y did you take 2 bore holes
TURN OFF THE MUSIC. I CANNOT HEAR THE WORDS.
What is the meaning for EA and EI 7:12 , please explain thanks
can u show how u drew pile n raft in beginning. It was already made when u started
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
I don't understand why music is added to your videos. It is good only to listen to your instructions and watch how things are done in Plaxis (without music).
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
How you create a pile in plaxis 2d ?
How come you're not using the embedded beam row elements for the piles? They seem to work better
Is it a load displacement curve?
*Promosm* 🙃
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.
2 Questions here, 1. (see at 7:12 in the video) the T. settlement contours (bulb) are not uniform known that the applied load is uniform, is there a reason for that? I am expecting to see same as the uniform stress distribution (stress bulb) below the strip footing but here it is not !! 2. Is there a way to see the footing failure region (i.e. General shear failure shape/envelop) your videos are really helpful, thanks a lot for that.😍
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.
Thanks
thank you for the explanation, can you explain how to embedded a footing in plaxis2d? or any hint of doing so. I spent longer time but my results with my trials look weird>< I'll be thankful for that...
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
I LOVE THIS. THANK YOU
Thank you very much. Your comment mean alot to me.
great 😄
Thanks
Why didn't you use plate element to model pile?
Good question, but you should try first then you can understand why.
Thank you so much, your clip are help me to understand the Plaxis
Glad to hear that! Please share it and subscribe if you like it.
why dont enter the value of prestress for the bottom anchor as for the top anchor whose prestress is 500 Kn
He just forget it. He didn’t do it intentionally.
Thank you! I'm happy because you actually see it.
Thank you very much, I have question to Y
How can I help you?
thank you
You're welcome
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?
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.
sir, i want to learn software, how can i contact u sir?
sir i have a problem related to my project
Please contact me via fanpage
thank you very much!
Thank you! Please subscribe and share if you see it is helpful.
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.
Good morning sir May I know how to find stress distribution in plaxis 2d older version
You should check the manual.
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)
thanks, sir. your tutorial
Thank you! Please subscribe and share if you see it is helpful.
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.
Hi was very useful and would be of great help if u can add video on replacing one or two struts with ground anchors and can show the difference on strut forces pls...
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.
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
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.
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.
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.
Hi sir, thanks for the tutorial. can you please make a tutorial for deep excavation using a strutting system? please...
Please check my other videos on this youtube chanel/
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.
De nada
You're welcome!
What about strip footing rseting on a slope??
Check load-settlement curve, you can make it.
May I have the files that you use in this lesson, like exel & word files?
It's ok please email me. gastruteng@gmail.com
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.
Please make a subtitle🙏
Sorry for that. Next time I will do it. Hope you can get something from the video.
Very thank you
You're welcome
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.
can you tell how to find value of EA,EI and w in plate
you can get these value from the sheet pile properties
Did you see it?
please provide this in pdf format
You can try to do it then post your result here to compare :)
Please make a video on analysis of soil nailing on unstable slope
Can you share more detail? my email: gastruteng@gmail.com