shear strength of saturated clay
Hello,
My class and I performed a unconfined compression test which ended up creating a 50 degree angle of failure on our sample of clay. I am unsure about this question could you please help me.
Can you infer a failure plane orientation based on the envelope ? How does your observed failure plane compare with your envelope?
Soil Mechanics / Geotechnical
Analysis
Geotechnical Investigations & In-Situ Testing
Asked
25/11/2019 06:29, updated: 11/07/2020 08:28