Thanks very much for the great explanation, has been a great assistance for modeling
@Unimaid20053 жыл бұрын
Very useful and clear, brilliant work!
@EngineerHunter3 жыл бұрын
Thank you.
@javenjiang24612 жыл бұрын
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.
@constructiontruck3 жыл бұрын
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!
@trietdinh45833 жыл бұрын
Very informative, brilliant and clear, thank you very much
@EngineerHunter3 жыл бұрын
Thank you.
@trietdinh45832 жыл бұрын
@@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
@EngineerHunter2 жыл бұрын
@@trietdinh4583 You can view structural forces on pile cap by double click on pile cap then show the forces by go menu bar.
@danielgebremichael80942 жыл бұрын
Hi, thanks and clear video. Could you please make a video on pile under water subjected to horizontal loading.
@nayefhossain2881 Жыл бұрын
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.
@EngineerHunter Жыл бұрын
Thank you.
@arslanmushtaq10683 жыл бұрын
brilliant! ....why did u delete the upper surfaces but kept the surfaces at the bottom? whats the logic??
@EngineerHunter3 жыл бұрын
Surface at bottom was used to create interface at the bottom of the pile.
@vetalbuilbder792 жыл бұрын
Thank you so much!)
@doyouknow_edward2 жыл бұрын
good job teacher
@EngineerHunter2 жыл бұрын
Thank you.
@tomdover51472 жыл бұрын
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.
@bim_engineer_structural3 жыл бұрын
The best sir
@EngineerHunter3 жыл бұрын
Thank you.
@suryatejaveeranki849 Жыл бұрын
Please do parametric study analysis of piled raft
@hanxiao22398 ай бұрын
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
@kampaolino17653 жыл бұрын
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.
@EngineerHunter3 жыл бұрын
You need to check your Plaxis license type. Some functions is not available for a certain type of license.
@subhabratadey65272 жыл бұрын
Request , underreamed piles please.
@abhijitchakraborty80252 жыл бұрын
Can you please make a video on liquefaction analysis using UBC-3D-PLM model.
@christophboehm2793 Жыл бұрын
Hi sir, thank you for the very useful videos, I wanted to ask you, whats the difference between negative and positive interface?
@EngineerHunter Жыл бұрын
There's no differences. It only indicates the side of the object you applied interfaces to.
@alfonsodelbuono49072 жыл бұрын
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 ?
@nayefhossain2881 Жыл бұрын
Grazie.
@EngineerHunter Жыл бұрын
Thank you.
@user-lf8pk3bn2n Жыл бұрын
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?
@watchirawithlaopojalen2879 Жыл бұрын
How do we know the direction of M2 and M3?
@najma1853 Жыл бұрын
hi i am currently modelling piles under existing structures for my dissertation, how comes you extruded the pile? Great vid!
@najma1853 Жыл бұрын
like what are the negative interfaces for?
@najma1853 Жыл бұрын
also why does the footing have a negative interface
@aseemjain4646 Жыл бұрын
How is that in your load-disp curve, without any load you are getting displacement?
@sravankumarg83942 жыл бұрын
Could you please make the video of granular pile anchor
@kartikeysingh43452 жыл бұрын
Sir please tell what is the use of this interface (positive, negative)?
@darshankumar23122 жыл бұрын
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
@novapeters3924 Жыл бұрын
Can we get load settlement curve for this ?
@EngineerHunter Жыл бұрын
Yes, we can.
@novapeters3924 Жыл бұрын
@@EngineerHunter Can you briefly tell how to do that..
@mayoshaaltememy17393 жыл бұрын
How can I model pipe pile closed ended please help me
@EngineerHunter3 жыл бұрын
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.
@Mzayn6712 жыл бұрын
why negaitive interface, not positive? and for 2D, we generate the same interface?
@kyriakosn6172 Жыл бұрын
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.
@aseemjain4646 Жыл бұрын
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.
@geoonly9683 жыл бұрын
need video about geogrid in plaxis 3 d
@EngineerHunter3 жыл бұрын
I’ll put it in my upcoming video list.
@geoonly9683 жыл бұрын
@@EngineerHunter when?i wait video about geogrid under foundation
@EngineerHunter3 жыл бұрын
@@geoonly968 You can check my new video here. kzbin.info/www/bejne/rIu9qHqfZap-Y9E