Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?
@wincelleinocelda6221Ай бұрын
Hello! Sir, may I ask if we can get the FOS against overturning, sliding and bearing capacity failure through MIDAS GTS NX?
@7362nptАй бұрын
Thank you sir , I got this important point to use it.
@geopoet7880Ай бұрын
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
@mounael9832 ай бұрын
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
@VeerankiSuryaTeja2 ай бұрын
will you please give detail explenation about load sharing mechanisam in between piles and raft
@smoshfan9632 ай бұрын
hi, i dont seem to have the "modified cam clay" option under model type. help pls :)
@BangunNusantara-BN2 ай бұрын
thank you sir, you're the best one on it!
@luongtranhien21363 ай бұрын
Abqus?
@marasini3 ай бұрын
Can we create the elevation profile instead directly from DEM or google earth pro and import here for the analysis
@flyingraijinbg27984 ай бұрын
Assalamualaikum brother. Your lecture is very helpful for learning software as well as geotechnical engineering. Jazzak Allahu khairan for your great effort. May I get all of the slides those you show in the tutorials.
@user-oc9fh9xe6g4 ай бұрын
Thank you dr for valuble information Is that applicable to use response spectrum instead of using time history analysis?
@mahmoudsalahnafi37615 ай бұрын
جزاكم الله خيرا يا دكتور، متاح الحصول على slides ؟
@PNG-dnyan5 ай бұрын
Sir please can i contact you
@allefian82196 ай бұрын
does this software using FEM/FEA approach or what else?
@hafizuddinkhan72517 ай бұрын
Very informative and interesting topic. Sir any gmail id to contact you
@atikahbaig70467 ай бұрын
Dear Dr.Ahmed, I would like to thank you firstly for creating such an informative video tutorial. I am a master's student, and this really has helped me with my project. By any chance could I have access to the excel file you created, as it would be of great use for my report. Thank you!
@binhnguyen35667 ай бұрын
Can you send me the document?
@wuditha7 ай бұрын
Do an example with Rock layers as input please
@Drago5977 ай бұрын
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?
@bangyudharyan66497 ай бұрын
Hai sir, thank for your lecture, its so helpfull for young engineer like me, could you share your presentation? so i can directly read n learn it
@user-jh9ud1gf2v8 ай бұрын
thank you
@zamanserrif19 ай бұрын
Sir, Assalamu-alaikum, your xls file is very good, would you please send me the xls file for learning
@adilanwar986510 ай бұрын
Thank you, sir
@shahriarkhorami349510 ай бұрын
Thanks for the great tutorial. I'm wondering why don't we have the p-y curves here?
@wheatland503210 ай бұрын
He did not know what he was doing!!!!!!
@mrbabbles598910 ай бұрын
Need help. When I try to assign materials, I right-click, but Slide says "Invalid Argument." How to fix this?
@dehghan.pmn8411 ай бұрын
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.
@islammahmoudhamedabdelhady9426 Жыл бұрын
شرح رائع يادكتور جزاك الله خيرا - ممكن لينك البرنامج لوسمحت والكراك
@eng.emadel-dinogail.7329 Жыл бұрын
Please, how can we apply initial velocity to a node in the opensees? - Thanks
@yourstudent66 Жыл бұрын
Do we have a lecture on Rock Slope Stability Analysis case using Midas GTs Nx ?????
@abisheknagaraj2131 Жыл бұрын
Thank you Dr. Ahmed for the tutorial , Can you please share the link of helical model you have used in the video?
@joanr.g.1723 Жыл бұрын
This is not English, mate.
@eldawoody Жыл бұрын
Thank you for the video but there is no audio
@niteshthakur2644 Жыл бұрын
Sir i want to know can we analysis lateral pile on slope.
@jyotiagarwal3863 Жыл бұрын
Very useful lecture sir. Can u please suggest how to determine volume loss associated with TBM tunnelling. or can be apply volume loss directly as line contraction?
سلام جناب دکتر ممنون از آموزشهای فوقالعادهای که در اختیار عموم قرار دادین آیا این آموزش ها به زبان فارسی وجود دارد؟
@user-qp8gk5rn9n Жыл бұрын
Great your explanation. thank you so much
@ameeralmeer5513 Жыл бұрын
شكرا لك يادكتور إذا امكن لوسمحت المحاضرات الي بتشرح منها.
@DanielStefanescu-lq2xg Жыл бұрын
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!
@DanielStefanescu-lq2xg Жыл бұрын
Excellent! Thank you very much!
@deboprasadbiswas1987 Жыл бұрын
Sir, please make a video on shallow footing bearing capacity and settlement......
@nangk2727 Жыл бұрын
Can you please do one on root simulation in Plaxis 3D?
@flamingfirenetwork Жыл бұрын
I cant help but suscribe, Please do more video sir, we in grad school without knowledge of coding are not finding it easy
@dineshk7350 Жыл бұрын
sir, why did'nt you add thickness to plate?
@malikrizwan3139 Жыл бұрын
Great Work Dr. Ahmed, can you please share such tutorial for evaluating bearing capacity of square / strip foundations on layered soils in Plaxis 2D?
@geoscanconsultoria7537 Жыл бұрын
Dear Ahmed: You can mesh all faces at same time and register each mesh independently if you click on >> button from Generate Mesh dialog to access to the Advanced Option dialog. In this case, all generated meshes are always connected.