PLAXIS Lec 05 | Building Subjected to Earthquake (Dynamic Analysis)| English | Geotech with Naqeeb

[@robertdneiro]

Well presented Naqeeb.

[@m.alvinridha3799]

Thank you brother, this tutorial is very helpfull Barakallah

[@fazalhussain4656]

Sir your hard working is really appreciate able. Thank you sir.

[@ciciinfant2121]

Please tell Sir,how to attach the obtained charts in word file..the manual.which you have provided has clear charts

[@iqbalhafeezkhan7015]

Sir do you any video for seismic site response analysis in Plaxis

[@fdiegoa]

Have tou checked out the new PLAXIS Soil-Structure Interaction (SSI) component, released in V22? Give it a try!

[@medghaba662]

very good work naqeeb, big thanks to you naqeeb

[@naqeebnawaz904]

Welcome sir

[@ciciinfant2121]

Could please tell how to do the above problem with crumb rubber below the foundation

[@naqeebnawaz904]

Yes it can be done with crumb rubble footing as well.. i may make a video on that in future

[@andiandi9140]

great!! thanks for the video would you make liquefaction analysis using plaxis?

[@zanajaf]

What do you think about using Itasca’s Flac for the same analysis instead of Plaxis?

[@GeotechwithNaqeeb]

Flac is more credible than plaxis. I will try to upload tutorials in future.

[@konanblejustin855]

Can you elaborate a bit on the prescribed displacement? where do the values -1 & 0.01 come from? or are we allowed to use the values given in the software?

[@GeotechwithNaqeeb]

kzbin.info/www/bejne/qZ3FYp57ht-pbbc plz watch this video for prescribed displacement

[@شهدخضرالياس]

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?

[@TheAlanamez]

amazing!!!!!!

[@ravi14907]

Great

[@aru243]

Many many thanx for your videos. Very nice explanation. Can you upload a lecture video of Dynamic Analysis of Slope Stability with an example?

[@GeotechwithNaqeeb]

yes sure i will... i have done this with SLide software on youtube channel.

[@webinar6212]

Excellent video. Ur videos are very informative. Can you give an example for dynamic analysis of slope stability in Plaxis? Please

[@GeotechwithNaqeeb]

Will upload soon

[@geosolid639]

great

[@ciciinfant2121]

Nice video

[@konanblejustin855]

Great work. But how did you guess the dimensions of the soil medium?

[@naqeebnawaz904]

The concept is boundaries of the model should taken sufficiently far away to avaoid direct influence of boundary conditions.so its ur judgement how much u take geometry in x direction and y direction. It doesnt effect overall results only properties matters. I think thats what u wanted to ask...

[@syedfurkhansyed8404]

Assalamualaikum WRM. Sir can you pls take tutorial on this software will register and will pay the fee.pls let me know???

[@ciciinfant2121]

Sir, how to get the value of saturated unit weight and weight of the building which u have mentioned as 5

[@GeotechwithNaqeeb]

Saturated unit weight= Gamma dry ×[1+moisture content]

[@ciciinfant2121]

Thanks, what is w?

[@naqeebnawaz904]

@@ciciinfant2121 w is basically water content

[@ciciinfant2121]

No Sir, I mean about w as 5 in building specifications

[@ciciinfant2121]

How to change the accelerogram data to EL CENTRO EQ DATA or KOYNA EQ?