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Sir, the mesh part is not clear in the video. Like how fine and coarse mesh is created in the model.
great tutorial, would you please make more of Geotechnical analysis using ABAQUS.
Well done sir, can you perform a tutorial about a multi layer soil bearing capacity for a single pile?
Very helpful video
Sir, i get this message :Degree of freedom 8 and at least one of degrees of freedom 1 thru 6 must be active in the model for *soils. Check the procedure and element types used in this model. how can i fix this error
why pile bottom and soil is given tie constraint
sir, why reinforcements are not used in pile? is it fully concrete?
Modelling pile reinforcement is nothing to do with geotechnical capacity calculations ...!!!
@@puttattjayarajan1199 ok thank you sir🙏
Sir, the mesh part is not clear in the video. Like how fine and coarse mesh is created in the model.
great tutorial, would you please make more of Geotechnical analysis using ABAQUS.
Well done sir, can you perform a tutorial about a multi layer soil bearing capacity for a single pile?
Very helpful video
Sir, i get this message :Degree of freedom 8 and at least one of degrees of freedom 1 thru 6 must be active in the model for *soils. Check the procedure and element types used in this model. how can i fix this error
why pile bottom and soil is given tie constraint
sir, why reinforcements are not used in pile? is it fully concrete?
Modelling pile reinforcement is nothing to do with geotechnical capacity calculations ...!!!
@@puttattjayarajan1199 ok thank you sir🙏