Problem 1. A sample of dry sand was tested in direct shear apparatus under a normal load of 36 kg. The sample failed under a shearing load of 58 lb. The sample size was 2" * 2".
What is the angle of internal friction?
Solution:
We know that,
τ = C + δ tanφ
Here, τ = (36 * 2.2 ) / (2*2)
= 19.8 lb/in2
C = 0, because sample failed
δ = 58 / (2*2)
= 14.5 lb/in2
φ = ?
∴ 19.8 = 0 + 14.5 tanφ
φ = 53.780
= 530 47'
Answer: φ = 530 47'
Problem 2. Find the value of angle of internal friction of a soil sample which is subjected to direct shear test, 2" * 2" size, normal force was 36 kg with a shear force at failure of 58 lb?
Solution:
We know,
τ = C + δ tanφ
Here, τ = (36 * 2.2 ) / (2*2)
= 19.8 lb/in2
C = 0, because sample failed
δ = 58 / (2*2)
= 14.5 lb/in2
φ = ?
∴ 19.8 = 0 + 14.5 tanφ
φ = 53.780
= 530 47'
Answer: φ = 530 47'
Problem 1 is incorrect . please Normal load and shear load exchange. correct answer is 36.21 degree
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