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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, I want to know when I use self contact (standard) in Abaqus software? [dazed] Thanks

Hi Aylee, how are you ? you are welcome

thanks for all this information

Thanks for this informations yes,i know how to compute a factor of safety for a particular slope with limiting equilibrium model " Geo-slope" and i know how to compute a factor of safety for a slope with strength reduction method "Plaxis". But keep me know how i extracted a factor of safety...

Thanks for give me this informations but, i want to know how to extracted the safety factor from abaqus, thanks

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