Hi Naqeeb, Simply explained the simulation and modelling. I have questions regarding the groundwater boundary conditions. 1)Why the Xmax open during stage 2? 2) Why Xmax and Ymax are open in stage 3, which is the undrained stage? 3) Why you kept water level at y=0. should it be at y=1 to make the sample saturated? Thank you.
Very well explained and detailed modelling steps. It's nice to see a youtuber like you who are sharing your skills with the people from the same fraternity. I wish if you can upload a video on modelling of Liquefaction and Dynamic soil properties!
It was a great video, sir. Can we do the same simulation in plaxis 3D as well sir?? If so, how I will apply line load in plaxis 3D. Hope I will get a reply, sir. Thank you.
hi sir , thank you very much for your effort . i have a question could you please answer me , is it possible to simulate permanent strain response of unbound granular materials under deferent load cycles and stress level on plaxis, as we do in laboratory by using cyclic repeated load triaxial test?
Sir, I hope you will be fine. I am doing FYP on triaxial Testing with variation of fine Content. I have to simulate these results on Plaxis 2D software as well. Kindly help me to how i can simulate consolidated undrained triaxial test with using MOhr Coulombs and how can I get results from this simulations.Kindly help me in this regards so i can complete my thesis
Hi Naqeeb,
Simply explained the simulation and modelling.
I have questions regarding the groundwater boundary conditions.
1)Why the Xmax open during stage 2?
2) Why Xmax and Ymax are open in stage 3, which is the undrained stage?
3) Why you kept water level at y=0. should it be at y=1 to make the sample saturated?
Thank you.
why soil unit weight is zero?
Very well explained and detailed modelling steps. It's nice to see a youtuber like you who are sharing your skills with the people from the same fraternity. I wish if you can upload a video on modelling of Liquefaction and Dynamic soil properties!
will post a video soon
well explained
thanx Sir, Can you help me with the simulation of dynamic properties of soil found through dynamic triaxial test? or make a video about that
please upload PLAXIS 2D 2016 or shear a link how to download and install.
Nicely explained. Thank you so much!! Cold you please do a video on simulation of strain controlled cyclic triaxial test?
sure soon i will make a video
Please prepare a video on consitutive models such as HS model,HSS model and UBC sand.How to arrive at geotechnical parameters in those models.
Amazing video
thankyou
thank you for your help
could you share a video modeling the oedometer test (consolidation)
Sir it is good
plz do the video on single pile in clay and explain how to calculate base load skin friction developed for applied load
It was a great video, sir. Can we do the same simulation in plaxis 3D as well sir?? If so, how I will apply line load in plaxis 3D. Hope I will get a reply, sir. Thank you.
Did you try to model the test with the Calibrated HSM parameters for Bangkok clays?
why hardening soil model ?
Excellent Naqeeb :)
thankyou
hi sir , thank you very much for your effort . i have a question could you please answer me , is it possible to simulate permanent strain response of unbound granular materials under deferent load cycles and stress level on plaxis, as we do in laboratory by using cyclic repeated load triaxial test?
Thank you for this video, please in phase 1, if you are to conduct a drained triaxial test do you still ignore undrained behaviour (A,B)?
why axisymetric model ?
Hi sir
Nice video....will you please make a model for dynamic analysis of the same
thank you Naqeeb, good work ...
thanks dear
curve points can be selected randomly as A and K ?
Hello coach Naqeeb, if i want to implement unloading and loading cycles to this CU triaxial test what functions do I use for that
what is summation M weight at 7:39 for intial p
hase
hi sir, very helpful video! Could you please do a video on simulation of Unconsolidated-Undrained triaxial. thank you sir!
Sir, I hope you will be fine. I am doing FYP on triaxial Testing with variation of fine Content. I have to simulate these results on Plaxis 2D software as well. Kindly help me to how i can simulate consolidated undrained triaxial test with using MOhr Coulombs and how can I get results from this simulations.Kindly help me in this regards so i can complete my thesis
Hello how do I implement cyclic and uncyclic loading to this cu trixial test
Thank u sir
thanks
Could you plz share plaxis 2D-2016 software,sir.
Sorry its a paid version.
Well explained