asure the shear strength of a clayey soil san ress of 50 kPa, and to be 65 kPa at an effecti n angle of the sample to the nearest degree the cohesion of the sample to the nearest k
asure the shear strength of a clayey soil san ress of 50 kPa, and to be 65 kPa at an effecti n angle of the sample to the nearest degree the cohesion of the sample to the nearest k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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#3

Transcribed Image Text:**Problem 2: Determining Friction Angle of Clayey Soil**
Given:
- Shear strength of a clayey soil sample at an effective normal stress of 50 kPa: 41 kPa
- Shear strength of the same sample at an effective normal stress of 200 kPa: 65 kPa
Question:
What is the friction angle of the sample to the nearest degree?
**Problem 3: Calculating Cohesion of the Sample**
Given:
- Same clayey soil sample data as in Problem 2
Question:
What is the cohesion of the sample to the nearest kPa?
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