Shear Stress (kPa) 600 500 400 300 200 100 ㅁㅁㅁㅁㅁ A...A.. о ㅁ ㅁ 100kPa 208kPa 450kPa 710kPa 970kPa 1400kPa 0 1 2 3 4 5 6 789 Shear Strain (%)
Shear Stress (kPa) 600 500 400 300 200 100 ㅁㅁㅁㅁㅁ A...A.. о ㅁ ㅁ 100kPa 208kPa 450kPa 710kPa 970kPa 1400kPa 0 1 2 3 4 5 6 789 Shear Strain (%)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use the stress-strain curve, where shear stress and strain response are obtained at different vertical effective stresses (100 kPa to 1400 kPa). Determine the Cohesion (c) of the soil in kPa.
Hint: Use Mohr Columb Failure criteria.
For the above stress-strain graph, Determine the friction angle.
Transcribed Image Text:Shear Stress (kPa)
600
500
400
300
200
100
ㅁㅁㅁㅁㅁ
A...A..
о
ㅁ
ㅁ
100kPa
208kPa
450kPa
710kPa
970kPa
1400kPa
0
1 2
3
4
5
6
789
Shear Strain (%)
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