Effective cohesion values

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Jayaprakash Reddy Joga

Yes i agree with @Omar hamaza... U have to perform triaxial test to measure C

Berk Demir

For normally consolidated soils, it is commonly assumed as 0.

Ahmed Hussein Olat

thank you Omar Hamza Jayaprakash Reddy Joga Berk Demir Witold Bogusz for your responses.

In addition to this, I would like your comments on the following topic

https://www.researchgate.net/post/Hardening_Soil_Small_Parameters?_ec=topicPostOverviewAuthoredQuestions&_sg=xDWibK4ES9M-3J54HaXYsfNXqu1CuaRnj0KaeF0F4sggzSGgWVWlwsdGVAJgNPSjvd_TOypmYSJxNzqA

and this one

https://www.researchgate.net/post/Anchor_prestress_loads?_ec=topicPostOverviewAuthoredQuestions&_sg=xDWibK4ES9M-3J54HaXYsfNXqu1CuaRnj0KaeF0F4sggzSGgWVWlwsdGVAJgNPSjvd_TOypmYSJxNzqA

especially the second one, I saw a lot of projects done that way even though plaxis gives lower values for the lowermost anchors.

Omar Hamza Jayaprakash Reddy Joga Berk Demir Witold Bogusz

Thank you.