Hi everybody
I am a geotech engineer, I use a program Abaqus, I want to know
when I use tow layers of soil, each layer with their properties, when i use the contact between these layers
my question is; How i generat initial stresses without discontinuity between the two layers ?
[dazed]
Thanks
Hi everybody
I am a geotech engineer, I use a program Abaqus, I want to know
when I use tow layers of soil, each layer with their properties, when i use the contact between these layers
my question is; How i generat initial stresses without discontinuity between the two layers ?
[dazed]
Thanks
Hi everybody
I am an engineer, I use a program Abaqus, I want to know,
if I have the same body propriety,
what I use in the contact simulation ?
1 General contact;or
2 surface to surface contact;or
3 self contact.
[dazed]
Thanks
Hi everybody
I am a geotech engineer, I use a program Abaqus, for assessment of slope instability
I want to know this program "Abaqus" give us the Safety factor of this slope ???
Thanks
Hi everybody
I am a geotech engineer, I use a program Abaqus, for assessment of slope instability
I want to know this program "Abaqus" give us the Safety factor of this slope ???
Thanks
Hi everybody
I am a geotech engineer, I use a program Abaqus, for assessment of slope instability
I want to know this program "Abaqus" give us the Safety factor of this slope ???
Thanks