icanhearringing
Student
- Dec 3, 2024
- 1
I am reading a report about a slope failure due to a thin layer of clay being oversaturated and the engineering firm responsible for the investigation performed three different tests for analysis (direct shear, trixial CU and UU). My question is why would they perform these three different tests? Don't they all give the same shear strength parameters? (c, normal stress, friction angle)?