Hello Man. Thanks for the video. I did every step you did in the video but i keep getting this error. THE *CONTACT PAIR pair (ASSEMBLY_S_SURF-1, ASSEMBLY_M_SURF-1) HAS BEEN PROCESSED BEFORE. REMOVE DUPLICATE PAIR. -- THE SAME PAIR OF SURFACES CANNOT BE SPECIFIED MORE THAN ONCE FOR *TIE AND *CONTACT PAIR. ONCE A PAIR OF SURFACES IS USED FOR *TIE, IT CANNOT BE USED AGAIN FOR *CONTACT PAIR AND VICE VERSA.
Thank you very much for explanation.. my query is how do u know the cap plasticity and cap hardening parameters of the soil?...Is it necessary to give them in ABAQUS? If it is necessary how to calculate them for other soils?
Why do you define two different interaction conditions for the side and bottom? What is the reason for having frictionless initially?
Hello Man. Thanks for the video. I did every step you did in the video but i keep getting this error.
THE *CONTACT PAIR pair (ASSEMBLY_S_SURF-1, ASSEMBLY_M_SURF-1) HAS BEEN PROCESSED BEFORE. REMOVE DUPLICATE PAIR. -- THE SAME PAIR OF SURFACES CANNOT BE SPECIFIED MORE THAN ONCE FOR *TIE AND *CONTACT PAIR. ONCE A PAIR OF SURFACES IS USED FOR *TIE, IT CANNOT BE USED AGAIN FOR *CONTACT PAIR AND VICE VERSA.
Thank you very much for explanation..
my query is how do u know the cap plasticity and cap hardening parameters of the soil?...Is it necessary to give them in ABAQUS?
If it is necessary how to calculate them for other soils?
Please share a video on uplift of Belled pile
Is it possible to create this analysis without the interactions you created, so like an alternative without the interactions
please upload a video circular single pile installed in layered soil
@Sena Tamiru
Ok I will
9:54, where does the -8000 in COMPONENT 2 come from? Pleaseeeeeeeeee
It's an effective stress of soil that calculate as follow:
( Saturated soil density-water density) *g=(1800-1000)*10=8000
I like the video. Its helpful really. Do you have simulation of single pile load test installed in layered soil done by Abaqus
@Sena Tamiru
Thank for your feedback
I will try to model an Example.
@@CivilSkill Thanks. I wish it will be soon
Hi,
you have an example, for circular pile, in soil layers (3 STRATES)?
Hello, No I haven't this mode.
Can you please upload a video on pipe soil interaction with ground fault.
Can you please upload a video on how to generate load-settlement plots from the single pile analysis
@Surya Ramesan
I think I generated load - settlement plots at the end of this video.
@@CivilSkill thank you
Load settlement cannot be generated even after following every step why?
Also XY data is showing (1)
ie U:U2 pile-1 N:138
if the soil is sand, what all are the differences in the simulation ? Can you please explain with a video.
@Surya Ramesan
Which differences do you mean?
@@CivilSkill in step module and interaction module
in which you consider the units
Newton or KN or Mpa
Newton