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Thanks.

I have a problem in creating the external boundary. It shows me the notification of "Closed polyline boundaries must have at least 3 non-duplicate vertices. Operation cannot continue." Can you help me to fix this problem please?

Sir I have a problem in creating the external boundary. It shows me the notification of "Closed polyline boundaries must have at least 3 non-duplicate vertices. Operation cannot continue." Can you help me to fix this problem?

Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?

Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?

Modeling the raft as a volume element in a piled raft system is way more accurate. Also, regularly spacing piles are not effective, concentrated piles distribution proved effective for lateral, vertical, and combined loading

I want to express all my recognition and gratitude for this video, because I was lost between anconda and anconda prompt and with opeseespy which does not want to install, you were able to offer me an easy method to use opensees with tcl especially that I am new to this area. may Allah reward you, sadaqua Jariya bi-idni Allah

will you please give detail explenation about load sharing mechanisam in between piles and raft

thank you sir, you're the best one on it!

Abqus?

Can we create the elevation profile instead directly from DEM or google earth pro and import here for the analysis

Thank you dr for valuble information Is that applicable to use response spectrum instead of using time history analysis?

does this software using FEM/FEA approach or what else?

Can you send me the document?

Do an example with Rock layers as input please

Hello Sir, I want to ask something, in my Midas, why the cursor point don't want to be placed exactly on the grid like your own? There's any setting to fix that?

thank you

Thanks for the great tutorial. I'm wondering why don't we have the p-y curves here?

He did not know what he was doing!!!!!!

Need help. When I try to assign materials, I right-click, but Slide says "Invalid Argument." How to fix this?

Sir, Thank you for your video. It was helpful to me. I will appreciate if you upload a video how can gain the bearing capacity of piles.

Please, how can we apply initial velocity to a node in the opensees? - Thanks

Thank you Dr. Ahmed for the tutorial , Can you please share the link of helical model you have used in the video?

Thank you for the video but there is no audio

Sir i want to know can we analysis lateral pile on slope.

So wonderful 😀😀😀

Very informative! Thank u❤

ممكن mail حضرتك للتواصل؟

Sir, you are extraordinary...it is exactly what we needed to learn this software. If is possible, I would also be interested in the import part of Midas Civil and the calculation of the piers in GTS NX, it is just a suggestion. You are great! Thank you very much!

Can you please do one on root simulation in Plaxis 3D?

I cant help but suscribe, Please do more video sir, we in grad school without knowledge of coding are not finding it easy

sir, why did'nt you add thickness to plate?

I am trying to model lateral loaded pile in sap2000 using nonlinear spring to define p-y curve for soil but i have a different results than L-pile when i compared the moment and shear , if there is any reference to model piles on sap2000 or any other FE Software to make sure the model is correct it will be great

Thanks for this great effort Dr Ahmed.

Hi ... Can you help me please... I am using plaxis 3D dynamic V20 to simulate the earthquake applied on piled raft. the raft is plate and the piles is embedded beam with uniform static load and elcentro earthquake... The model is very slow in the analysis and calculation phase and takes about 60 hours. Do I have a problem or is there a way to speed up the calculations??

Man, i love you pronunciation, i am very very very bad understanding but you speak very well and understand all

Where is the SRF sir?

The question is: what with compression forces (-80kN) generated in slender truss elements?

What is difference b/w LFRD and Conventional Analysis mode??

Thank you,!

I have some work in plaaxis 3d of pile analysis and i am ready to pay for such if fully work is done by your side pls replt if yes or not

please help how to get the software as student.

Thanks Dr. Ahmed for this great introduction, looking for the next lectures soon

Thanks Ahmed!

Very good lecture... Please continue your great works for teaching geotechnical engineering.. It is Great work My Dear Brother...

Great work... please continue... Many Many thanks for your time for sharing this vedios

Thank you Dr Ahmed for this informative video ❤️

Very good video Dr. Ahmad! Please post more videos like this!

بارك الله فيك دكتور، أخوك من الجزائر ، نتمنى أن تفيدنا أكثر عن هذا البرنامج وتعمل لنا أمثله لمقالات علمية لأعمال جيوتقنية أستعمل فيها برنامج الميداس

Can you post an example using LRFD load inputs? And a distributed load?