Guy i want to now how i can get the soil properties from Atterberg Limits. I have some triaxial testing done but the results are a bit strange so want to know how do can i compare them with Atterberg Limits??
Hello there, I have a question to for you guys out there, how do we work out the Effective c' and phi' from a undrained triaxial with PWP. Is there a formula i can use.
Thanks