hwg89
Geotechnical
- Mar 28, 2010
- 2
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 choice of characteristic parameter(s), like Skempton B-parameter ?
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 choice of characteristic parameter(s), like Skempton B-parameter ?