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Recent content by hwg89
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Selection of proper parameter for slope analysis
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.- hwg89
- Post #3
- Forum: Geotechnical engineering general discussion
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Calculation of porewater response - eurocode 7
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...- hwg89
- Thread
- Replies: 4
- Forum: Slope stability engineering
