Do we enter the material set pile section of the plaxis program, the surface friction and end resistances that we have previously calculated theoretically? Or why did you enter these values and why the point load is 100 KN does it projecr load for each pile correponding to point load?
I modeled a raft on a sandy soil modeled with hardenig soil, i did the analysis, I want to see the incremental shear strain fo the raft (modeled like volume element) and plot the incremental shear strain, how I can do?
Hello sir ! Thank you for your video presentation. I am exploring the possibility of conducting a numerical simulation using Plaxis 3D to apply displacement-controlled static pile head loading with simultaneously applying base excitation with simple harmonic motion. preliminarily I have used hardening soil model for this simulation but not get succeed to get results. is it feasible to conduct such a simulation to obtain pile head force-displacement relationships ?
Thank you for a useful video Can you help me please... I need to simulate the load sharing between raft and piles in plaxis 3D for 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
Sir, if we used 2m dia of plie and depth 36m ...for different layers of soil starta and 2.5D socketing of stone layer please tell how to calculate bearing capacity and setellment of pile?
could you please tell me how many kind of soil and how can i calculate the pile size and pile deeps for 600 level tower including raft against movement of the earth plate thank you for your tutorial - this is engineer abdulla abdul dayem also if i have water in the deep 2 meter of soil
How to calculate axial capacity from plaxis results and also skin friction per stratum. Modeling is critical but interpretation of the results is also more important, you may have separate session for this.
Hello sir. Thank you for your video presentations. Do you have any or can you share with us any example of calculation of geothermal piles with plaxis, including heat exchange cycle, respectively heating and cooling process? Thank you in advance
![Lp. Сердце Вселенной #60 РОЖДЕНИЕ ЛОЛОЛОШКИ [Финал] • Майнкрафт](http://i.ytimg.com/vi/YoR0pAV9FVQ/mqdefault.jpg)
Please . how can the simulate the pile if part of it above the soil. it showing error during mesh because of the free part
I didn't understand
Do we enter the material set pile section of the plaxis program, the surface friction and end resistances that we have previously calculated theoretically? Or why did you enter these values and why the point load is 100 KN does it projecr load for each pile correponding to point load?
I modeled a raft on a sandy soil modeled with hardenig soil, i did the analysis, I want to see the incremental shear strain fo the raft (modeled like volume element) and plot the incremental shear strain, how I can do?
It's the normal stress
How can we thread the pile and casing so that it acts as a unit together
I didn't understand
Hello sir ! Thank you for your video presentation. I am exploring the possibility of conducting a numerical simulation using Plaxis 3D to apply displacement-controlled static pile head loading with simultaneously applying base excitation with simple harmonic motion. preliminarily I have used hardening soil model for this simulation but not get succeed to get results.
is it feasible to conduct such a simulation to obtain pile head force-displacement relationships ?
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
sir, how can i find EA and EI for pile for plaxis 2D.?
Thank you for a useful video
Can you help me please... I need to simulate the load sharing between raft and piles in plaxis 3D for 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
How to calculate Tmax top, bottom and Fmax?
Yes i too have this doubt if that value is ultimate or allowable?
@@prakashpappu1X2
Hello .. i want to know how to implement osterberg cell load test for pile in Plaxis 2D .. please reply as soon as possible
plz be more specific
@@theengineer7732 can you do one case study of Osterberg cell load test for pile foundation by using Plaxis 2d v20?? Please reply as soon as possible
@@abhiii.05 i will see
@@theengineer7732 thank you sir
@@abhiii.05 no problem
Sir, if we used 2m dia of plie and depth 36m ...for different layers of soil starta and 2.5D socketing of stone layer please tell how to calculate bearing capacity and setellment of pile?
heloo did the problemgot solved??
could you please tell me how many kind of soil and how can i calculate the pile size and pile deeps for 600 level tower including raft against movement of the earth plate thank you for your tutorial - this is engineer abdulla abdul dayem also if i have water in the deep 2 meter of soil
How to calculate axial capacity from plaxis results and also skin friction per stratum. Modeling is critical but interpretation of the results is also more important, you may have separate session for this.
I will thx for the feed back!!
How can I get p-y curve for soil in plaxis 3d .
What do you mean by p y
@@theengineer7732 soil resistance and pile lateral displacement curve. Named as p-y spring.
In the diagrame, you can create a diagram on it choose resistance and displacement on it
Tomorrow i will upload a video about the subject
@@theengineer7732 can you do a vedio on pushover analysis of embedded pile. And extract P-Y curve from the analysis.
And please upload for laterally loaded pile with liquefiable soil
yes plz,..need on lateral loading of helical piles
Hello sir. Thank you for your video presentations. Do you have any or can you share with us any example of calculation of geothermal piles with plaxis, including heat exchange cycle, respectively heating and cooling process? Thank you in advance
Will upload soon
Please put for laterally loaded pile
Okay next week
How to simulate file in rock socketing
Can you please be more clear
Video quality is not good unable to see anything
Its your connection
sir, how can i find EA and EI for pile for plaxis 2D V8?