Beware of tension cracks wich can open up when unloading. For the eventual toplayer with vertical cracks it is not safe to use c-UU. Reference: Theroretical soil mechanics. Karl Terzaghi.
Trying to get to grips with the new eurocode 7:
Think fill on soft clay.
In undrained stability analysis with effective stress parameters.
How do you calculate the porewater pressure response the right way according to eurocode 7 ?
How much conservatism is normal and right to applie in the...
