@@theengineer7732 Okay, thanks. If you have multiple layers of geogrids like the one they used in GRS Abutment or Pier, is the procedure the same in placing geogrid?
@@theengineer7732 thanks for considering. Actually I'm Creating a Geocell Reinforced Flexible Pavement model but I'm getting no difference in deformation with Geocell and Without Geocell, that's why I asked for your guidance.
Hi sir , Iam doing slope stability analysis using plaxis 3d using geogrids under pseudostatic and static conditions after analysis it has been found that the displacement of the slope using geogrid is higher in comparison to the slope without geogrid though the FOS of slope having geotextile is higher than the FOS of the slope without geotextile under pseudostatic condition. I am unable to understand why this is happening
Thaank you so much sir.. your effort is an inspiration ❤️❤️.. Sir can I get your mail id sir, so that I can contact you in case of any help ,please sir.
Good one. I hope the one I requested is done soon.Thank you for always connecting to us and helping us ❤
Thanks!!
Please remind me of which video u asked me??
@@theengineer7732 About Analysis of Geo-synthetic Encased Stone Columns..like to check deflection and load carrying capacity
@@fly8203 donne! i uploaded it please check it
Hi sir , please can you make a video how we analysis geogrid under shallow foundation subjected to earthquake.
how to define geogrid aperture, thickness of rib and junction thickness in plaxis 3d.... kindly prepare one tutorial on it
I will
I have seen some tutorial where geogrid is inserted as a volume with suitable thickness and aperture.what's the difference ?
Good tutorial, but why you don't put the interface between geogrid and soil? Is that needed or not to model the interaction between the two?
it's beter to put a external interface
@@theengineer7732 Okay, thanks. If you have multiple layers of geogrids like the one they used in GRS Abutment or Pier, is the procedure the same in placing geogrid?
@@christianmatemu7612 you mean nrxt to each other?
@@theengineer7732 No, I mean at a certain vertical spacing like 20 cm.
@@christianmatemu7612 yes you can
The engineer , please make a video of underreamed piles under static or dynamic loading.
I will
How to put geobag for an embankment in plaxis 3d
I also want to know
Very informative, thanks. Can you please make video on Geocell reinforced pavement containing Geocell in 2nd layer?
Okayy deal
@@theengineer7732 thanks for considering. Actually I'm Creating a Geocell Reinforced Flexible Pavement model but I'm getting no difference in deformation with Geocell and Without Geocell, that's why I asked for your guidance.
Okayy
@@theengineer7732can you post a video on modelling of geogrid reinforced pavement.i am confused on staged construction settings.
Hi sir , Iam doing slope stability analysis using plaxis 3d using geogrids under pseudostatic and static conditions after analysis it has been found that the displacement of the slope using geogrid is higher in comparison to the slope without geogrid though the FOS of slope having geotextile is higher than the FOS of the slope without geotextile under pseudostatic condition. I am unable to understand why this is happening
Did you find any solution for this?
Thaank you so much sir.. your effort is an inspiration ❤️❤️.. Sir can I get your mail id sir, so that I can contact you in case of any help ,please sir.
Please leave ur mail and i will contact you