Absolute legend! Thank you so much! If you could show how to find the seismic thrust force that's exerted in the middle of the MSE wall due to an earthquake, that would be so helpful!
I'm having problems with my geogrids. When I get to a certain height, the geogrids start to displace in the order of 10m upwards and sideways. Does anyone know how to rectify this issue?
How could I find a value for "total flow" (m^3 / day / m) in Plaxis 2D? I can output groundwater flow and see the arrows, but how does this relate to a total flow value?
You can check the video I tagged here at the time I did the cross-section. But instead of viewing the stress, you can view the groundwater flow and you can see the total discharged at the bottom information. ruclips.net/video/AjIv6vXoabY/видео.html
Peace be upon you. In this video, I did not know how to follow the next steps after stage 6. Does anyone have experience or information about this matter? I hope you can help me
Hi! You would be able to check for bearing capacity beneath the block wouldn't you? Would you just create nodes and then plot the displacement vs. pressure?
When you add the geogrid, didn't you suppose to deactivate the load on that phase? Since the compaction of soil was on previous face, then you add the geogrid (withoug load) and the proceed to the next phase where you activate the second layer of soil.
Sir how could i find the bending moment and axial force of piles and how can i use dummy plate. And can you please tell me your mail i want to do Google meet with you regarding my problem. It will be very helpful. 😊
Absolute legend! Thank you so much! If you could show how to find the seismic thrust force that's exerted in the middle of the MSE wall due to an earthquake, that would be so helpful!
Thank you.
@@EngineerHunter Are you active on your Instagram page? I've just sent you a message. Thank you
@@dilshanpathirana204 Sure.
thank you, V.good tutorial for MSEW...
Thank you
Hi. How to solve error "Load Advancement Procedure Fails Error 103 " in plaxis? Please help.
I'm having problems with my geogrids. When I get to a certain height, the geogrids start to displace in the order of 10m upwards and sideways. Does anyone know how to rectify this issue?
When did you add the additional bearing pad and then the second wall panel?
Thank you my friend for the video. Where did you learn all of this? Fromm book or experience?
Thanks for the tutorial l. Can we do the analysis considering creep? If yes plz let me know how I am doing my project on this. Need help!!!
The Mohr-Coulomb model is elastic. When there is no memory compaction. Why compact it?
How could I find a value for "total flow" (m^3 / day / m) in Plaxis 2D? I can output groundwater flow and see the arrows, but how does this relate to a total flow value?
You can check the video I tagged here at the time I did the cross-section. But instead of viewing the stress, you can view the groundwater flow and you can see the total discharged at the bottom information. ruclips.net/video/AjIv6vXoabY/видео.html
sir, How to sketch time with settlement from the output of plaxis 3D
I can't follow the next succeeding steps after phase 6 :( I dont know the pattern, I hope you can help me. Thanks
There might be the instability error.
Peace be upon you. In this video, I did not know how to follow the next steps after stage 6. Does anyone have experience or information about this matter? I hope you can help me
Hi! You would be able to check for bearing capacity beneath the block wouldn't you? Would you just create nodes and then plot the displacement vs. pressure?
When you add the geogrid, didn't you suppose to deactivate the load on that phase? Since the compaction of soil was on previous face, then you add the geogrid (withoug load) and the proceed to the next phase where you activate the second layer of soil.
Yes, you can deactivate the load when adding the geogrid. But the difference of results is so small, in this case. Thanks for your comment.
@@EngineerHunter Ok thank you :)
Can u tell which plaxis 2d version you used in this video?
Plaxis 2D v20
What is the purpose to put the bearing pad ?
It works as foundation of the wall.
Sir how could i find the bending moment and axial force of piles and how can i use dummy plate. And can you please tell me your mail i want to do Google meet with you regarding my problem. It will be very helpful. 😊
Please can you create a learning video of how to model a strip footing on a reinforced soil slope. with best regards
We are looking forward to do that in the future. Thanks.
@@EngineerHunter It will be pleasure to me if you can do it quickly as possible
How can I find the factor of safety of this structure?
You can add next phase for safety analysis. You can this video to get the idea. ruclips.net/video/cEACKLZ5nD4/видео.html
@@EngineerHunter okay ty