Interaction between the soil and foundation Abaqus

[@himaloyhimu5164]

Nice, brother. Do more and more. And grow high and high.

[@raadhashim9221]

you are the best

[@saeedmoeini-7abaqus]

Thank you very much

[@ammarvanank]

How to apply viscoelastic boundries / dashpots at the boundried for earthquake analysis.?

[@nourani3851]

Hello, Mr. Engineer, I have a problem with mesh, but I can not solve it. I have three triangular hills that are of the mesh type free and Quad with mesh size, for example 10 or 8 meshes and verify, it is not a problem, but after applying the infinite element (modifying the inp file to cinpe4 and import), the mesh sizes will increase and decrease. Why? And then gives the dynamic analysis of the error (unsuitability of the mesh) !! what should we do? I partition and make the mesh size smaller, it gives an error again !! Thank you for your help

[@Ha-LinhNguyen-lo3mj]

Hello. What are the boundary conditions of the soil (bottom and sides)?

[@zeeshanshaikh5954]

Can u provide the Mohr Coulomb plasticity Cohesion valves,you skipped that part

[@priyeshsharma4476]

Bro did u get this part, explain it man

[@gregoriocasas8908]

Hello, in case i want to model a soil with cohesion 0, c=0. Which value should i use? I'm working with newtons, pascals and meters and if i use a number lower than 1000 (pascals) job doesnt run or has convergence issues. Thanks for your video.

[@letonixu]

Where can I get the complete video?

[@pritamkundu5548]

Could you please make a tutorial about the vane shear test?

[@altaflone3356]

brother,could you help me with the problem on low cycle fatigue crack growth?brother i request you to help me,please.

[@Khadidja2525]

Thank you a lot my brother,can you give me your e mail please?

[@saeedmoeini-7abaqus]

[e-mail]

[@Khadidja2525]

@@saeedmoeini-7abaqus thank you

[@erickcruz3198]

@@saeedmoeini-7abaqus can I email you?

[@saeedmoeini-7abaqus]

@@erickcruz3198 my Email : [e-mail]