Hi my friend. I seems you selected the wrong point for prescribed displacement. As you modeled only a quarter of a rectangular foundation then settlement point of one inch should be at the center of real foundation which is at the corner of you model
@@anitachauhan4767 yes i did it but first of all you need to make a geometry of helical pile in freeCAD and then import the geometry to plaxis in stp. format.
Can the plaxis 3d software run in a windows 8, 32 bit operating system with 2gb ram.I came over here after watching your video on plaxis 3D software installation.Can you please help.
Plz continue making awesome videos sir!
Hi my friend. I seems you selected the wrong point for prescribed displacement. As you modeled only a quarter of a rectangular foundation then settlement point of one inch should be at the center of real foundation which is at the corner of you model
you are right friend, since the footing is very rigid thats why the settlement is almost the same everywhere and no big difference,
Thankyou sir..😊
Welcome
Thanks sir. God bless you
But where can I download from the software
Very good informative video thanks
Great work.
kindly make a video on how to model helical piles in plaxis 3D.
Sir I am working on same topic .Did u manage to stimulate the helical pile on Plaxis 3d?
@@anitachauhan4767 yes i did it but first of all you need to make a geometry of helical pile in freeCAD and then import the geometry to plaxis in stp. format.
@@aqibahmed7647 I have done the same but due to its pitch or its geometry its mesh keep failing.
@@anitachauhan4767 hmmm
Sir, do we need to divide the load with the Factor of safety ? Or does Plaxis consider the Factor of safety while calculating.
Can the plaxis 3d software run in a windows 8, 32 bit operating system with 2gb ram.I came over here after watching your video on plaxis 3D software installation.Can you please help.
who else came from SIR SALMAN's link?
hello bol do
hello 💀
How can I calculate the uplift force on shalow foundation in sandy soil by plaxis.
we will make tutorial about that in future
What should we put kh and kv value if not given......
hello sir, this bearing capacity calculated using prescribed displacement is ultimate or allowable ????
why u change the spacing between the grides?
to make it easy for drawing purposes
Can U please make a video on the Modeling of Piled Raft Foundation?
Hello sir
Can u do the videos on how to calculate the bearing capacity on sloping ground by varying the set back distance of the foundation
Inasha Allah
Sir, please make a video on layered soil from bore log data......
im getting error on phase 1 : Soil body seems to collapse. Please inspect Output results. Accuracy condition not reached in last step.
Sir, please make video for stone column modeling in plaxis.....