Geat work. I have some questions if You can answer please, Q1: What about the water table you don't simulate. Q2: In a predefined field when you want to simulate the weight of soil you entered the total stress not the effective stress Q: If the pile has a funnel shape how do we model It. Thank you in advance
What is the reason for having an initial frictionless contact condition for the sides of the pile during the geo step? Why is friction not activated from the beginning?
Geat work. I have some questions if You can answer please,
Q1: What about the water table you don't simulate.
Q2: In a predefined field when you want to simulate the weight of soil you entered the total stress not the effective stress
Q: If the pile has a funnel shape how do we model It.
Thank you in advance
Try to make a video on lateral loading where pile is placed on embankment
Great work
Thank you again, please can you add problem how to model the static load test of jet grouting column has a funnel shape
Thanks ! !
What is the reason for having an initial frictionless contact condition for the sides of the pile during the geo step? Why is friction not activated from the beginning?
为什么我根据教程模拟出来结果不收敛呢
Woww
What a nice tamnale
It is very better than the before one
Thanks😉
What is this software application?
ABAQUS