Hi, thanks for your video tutorial, very useful for the begainner. If we could make it slower when you key in the parameter/ setting or order, that will be great.
I am modeling piled embankment with geogrid reinforcement. I used plate elements as pile wall in 2d plane strain, and I used volume element for the top 0.5m as pile head. The vertical stress distribution should be concentrated at the top of pile heads, but as a result, the stress is concentrated at the joins between the pile head and plate pile wall. How to make the connection between the pile and pile head be rigid? and get stress concentrated directly on pile head? Thank you!
@@EngineerHunter Sir, may I ask about structural force in the Pile cap ? I want to have the Bending momen, shear value of it but cannot because it's a plate member
Thanks for the video. It is very difficult to follow because of the speed you are going and the curser is nearly impossible to see. Otherwise I did appreciate it.
Hi sir, very interesting video I would like to know how to visualise the internal forces in the piles I don't find the ''structural forces in volume piles'' in my plaxis 3D (version 2013). Thanks for your help.
Thank you very much for your helpful video... Can you help me please how can i simulate the load sharing between raft and piles in plaxis 3D piled raft foundation system... I know the method for this but it needs the normal stress on raft... My question is how i can get this value and it is location on the raft and do i use the maximum value of normal stress or the average?
Hi sir, thank you for the very useful videos, I wanted to ask you, I modeled a raft pile foundation, (raft e and piles like element volume , but in the middle of pile I modeled dummy beams) I extracted the displacement load curve, now I would like to extract the displacement load curve of the single components i.e. of the raft and of the pile group, also as I would like to obtain the trend of the lateral and tip resistance with respect to the displacement of a each single pile, how can I do ?
In stage construction part, In the second phase, you have not assigned the pile material. Kindly do so and check your results. Appreciate your video but make sure the process is correct,else it can be misleading.
The role of the interface is to simulate the interaction between the surfaces of 2 different materials, i.e. the concrete slab and the soil in this case. Therefore there is no point in creating the interface above soil level, where there is no soil in contact with the footing.
You can either model it as 2d member with equivalent material or model it as 3d element with linear elastic material. We will consider this in our upcoming videos.
Thanks very much for the great explanation, has been a great assistance for modeling
Hi, thanks for your video tutorial, very useful for the begainner. If we could make it slower when you key in the parameter/ setting or order, that will be great.
Very useful and clear, brilliant work!
Thank you.
Hi, thanks and clear video. Could you please make a video on pile under water subjected to horizontal loading.
I am modeling piled embankment with geogrid reinforcement. I used plate elements as pile wall in 2d plane strain, and I used volume element for the top 0.5m as pile head. The vertical stress distribution should be concentrated at the top of pile heads, but as a result, the stress is concentrated at the joins between the pile head and plate pile wall. How to make the connection between the pile and pile head be rigid? and get stress concentrated directly on pile head? Thank you!
Very informative, brilliant and clear, thank you very much
Thank you.
@@EngineerHunter Sir, may I ask about structural force in the Pile cap ? I want to have the Bending momen, shear value of it but cannot because it's a plate member
@@trietdinh4583 You can view structural forces on pile cap by double click on pile cap then show the forces by go menu bar.
Hello brother and thank you for the video.
Please in the future videos make cursor with yellow circle so we can better see where you click.
Thank you.
Hello Sir. From the modeling case above, how to find the value of the stress increase (Induced Stresses) that occurs, Sir? thank you in advance
Thanks for the video. It is very difficult to follow because of the speed you are going and the curser is nearly impossible to see. Otherwise I did appreciate it.
Please do parametric study analysis of piled raft
brilliant! ....why did u delete the upper surfaces but kept the surfaces at the bottom? whats the logic??
Surface at bottom was used to create interface at the bottom of the pile.
Can you please make a video on liquefaction analysis using UBC-3D-PLM model.
Hi sir, thank you for the very useful videos, I wanted to ask you, whats the difference between negative and positive interface?
There's no differences. It only indicates the side of the object you applied interfaces to.
Request , underreamed piles please.
Hi sir, very interesting video I would like to know how to visualise the internal forces in the piles I don't find the ''structural forces in volume piles'' in my plaxis 3D (version 2013). Thanks for your help.
You need to check your Plaxis license type. Some functions is not available for a certain type of license.
Thank you very much for your helpful video...
Can you help me please how can i simulate the load sharing between raft and piles in plaxis 3D piled raft foundation system... I know the method for this but it needs the normal stress on raft... My question is how i can get this value and it is location on the raft and do i use the maximum value of normal stress or the average?
Hi sir, thank you for the very useful videos, I wanted to ask you, I modeled a raft pile foundation, (raft e and piles like element volume , but in the middle of pile I modeled dummy beams) I extracted the displacement load curve, now I would like to extract the displacement load curve of the single components i.e. of the raft and of the pile group, also as I would like to obtain the trend of the lateral and tip resistance with respect to the displacement of a each single pile, how can I do ?
Thank you so much!)
good job teacher
Thank you.
The best sir
Thank you.
How do we know the direction of M2 and M3?
How is that in your load-disp curve, without any load you are getting displacement?
Sir please tell what is the use of this interface (positive, negative)?
Grazie.
Thank you.
Could you please make the video of granular pile anchor
hi i am currently modelling piles under existing structures for my dissertation, how comes you extruded the pile? Great vid!
like what are the negative interfaces for?
also why does the footing have a negative interface
I have some work in plaxis 3d on single pile analysis and i am ready to pay for such if fully work is done by your side pls reply
In stage construction part, In the second phase, you have not assigned the pile material. Kindly do so and check your results. Appreciate your video but make sure the process is correct,else it can be misleading.
Can we get load settlement curve for this ?
Yes, we can.
@@EngineerHunter Can you briefly tell how to do that..
why negaitive interface, not positive? and for 2D, we generate the same interface?
The role of the interface is to simulate the interaction between the surfaces of 2 different materials, i.e. the concrete slab and the soil in this case.
Therefore there is no point in creating the interface above soil level, where there is no soil in contact with the footing.
How can I model pipe pile closed ended please help me
You can either model it as 2d member with equivalent material or model it as 3d element with linear elastic material. We will consider this in our upcoming videos.
need video about geogrid in plaxis 3 d
I’ll put it in my upcoming video list.
@@EngineerHunter when?i wait video about geogrid under foundation
@@geoonly968 You can check my new video here. ruclips.net/video/vZZwGi0EK-o/видео.html