#plaxis #geotechnicalengineering Before watching this video, I strongly recommend to watch the video about the failure points - • Failure Points in Plaxis
I determine the plastic point but when i look at principle stress is not the same as we thinking. and i do a calculation is wrong for cohesive and friction angle to Plaxis output
Thank you for the videos, they are really helpful. Can you show how to execute the Shear strength reduction method with the Soil Hardening Model instead of Mohr-Coulomb?
Hi Mohammed, I will do it one day. But for now I hope this article will be helpful for you: blog.virtuosity.com/the-soft-soil-and-soft-soil-creep-model
wow unbelievable. Im looking for this answer long time ago. help me alot to answer to my lecturer.
I determine the plastic point but when i look at principle stress is not the same as we thinking. and i do a calculation is wrong for cohesive and friction angle to Plaxis output
impressive . I gained a lot of knowledge about plaxis parameters from your videos. please make a video about seepage analysis
Thank you for the videos, they are really helpful. Can you show how to execute the Shear strength reduction method with the Soil Hardening Model instead of Mohr-Coulomb?
Great, thanks for these tutorials. Can u plz make a safety analysis calculation with undrained behavior?
Can u explain difference between soft soil model and creep soft soil ?
Hi Mohammed,
I will do it one day. But for now I hope this article will be helpful for you:
blog.virtuosity.com/the-soft-soil-and-soft-soil-creep-model