Sir can you please teach us step wise step process for modeling laterally load pile in plaxis 3d on horizontal ground, on embankment and on slope. it would be great help to all the researchers who are working on this topic because their no tutorials available on analysis of laterally loaded pile foundation
@plaxistutorial Жыл бұрын
Thanks for the idea for a new video. I'll think what I can do.
@riponmalo4357 Жыл бұрын
Nice tutorial but why do you set drained type of pile material as drained ? Its should be non porous for concrete pile . Please check .
@rossgar651 Жыл бұрын
এই বোকাচোদা-অশিক্ষিতের বাচ্চা!! নিজে পারস না ?? আবার আরেকজনের ভুল ধরতে আসস?? বোকাচোদার বাটখারা!! নিজে আগে শিখবি তারপর ভুল ধরবি।
@plaxistutorial Жыл бұрын
You are absolutely right. For concrete structures, non-porous drainage type should be used. I simply forgot to change this parameter for the piles in my video. But because there is no groundwater in the model, it should not affect the results of analysis for the piles. Thank you for watching my videos closely.