PLAXIS 2D: Lec 03 | Machine Foundation Analysis | Soil-Structure Interaction | Geotech with Naqeeb

[@ajaygoyal7700]

Nikaal mokta thank you.....

[@fathykamal448]

Great job Mr. Naqeeb

[@formationprofessionelle3879]

Hi can you give us please a link to download this version of Plaxis 2D

[@fahadsaleem6964]

can you help me to analyze the dynamic properties of soil, such as damping ratio and elastic modulus?. found out by cyclic triaxial test

[@raghu51085]

In load multiplier tab, what is the meaning of Amplitude. Is it the force required to generate by the generator or the amplitude of vibration due to running of generator. Also, any specific calculation to decide the amplitude (considered 10 in the example)

[@uzmakhan4222]

why axisymetric mode; ? why readjust snapping options?

[@DoM1B21]

I have the dynamic load attribute greyed out and can't select anything. Please help!

[@uzmakhan4222]

why select dynamic option in phase 2?

[@uzmakhan4222]

why do we choose boundary condition as viscous ?

[@uzmakhan4222]

hey can you share the link of these pdfs you use in your videos

[@engatefislam5731]

sir can you put a link for program

[@smithasivadas8568]

I want to give displacement controlled loading. So I should create displacement multipliers right? But once I created, I was not able to select it in the selection explorer. What would be the issue?

[@GeotechwithNaqeeb]

plz check the tutorial part a of plaxis playlist on channel

[@pop4ti]

Thank you for your efforts. However, I have several comments on the video. Firstly, you do not explain key elements in dynamic modelling modeling such as minimum element size, dynamic time, damping and boundary conditions. Secondly, I do not think at all that copying and pasting Plaxis tutorials are of any help because they are already available and well explained in Plaxis Tutorial PDF. Also, Bentley website already offers these models for free. Thirdly, I would have appreciated if you at least could explained more about the dynamic modelling aspects in Plaxis (as mentioned in my first point) because this is what most of researchers / practitioners are looking for. Hopefully, you could find my comment here is of some use to you. Best wishes.

[@GeotechwithNaqeeb]

Thank you for the generous suggestions