Detemination of Angle of Internal Friction

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'



1 comment:

  1. Problem 1 is incorrect . please Normal load and shear load exchange. correct answer is 36.21 degree

    ReplyDelete

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