Results from a direct shear test on a sandy soil are given in the following table. The shear box is 62 x 62 mm square in plan. Determine the followings. a) The internal friction angles at peak and residual states. b) Principal stresses and their directions inside the box at the peak strength when the normal stress is 70 kPa. Vertical load (kg) Shear force at peak (N) Shear force at residual (N) 10 96.3 80.1 22 191.8 160.2 33 288.8 240.3

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Results from a direct shear test on a sandy soil are given in the following table. The
shear box is 62 x 62 mm square in plan. Determine the followings.
a) The internal friction angles at peak and residual states.
b) Principal stresses and their directions inside the box at the peak strength
when the normal stress is 70 kPa.
Vertical load (kg)
Shear force at peak (N)
Shear force at residual (N)
10
96.3
80.1
22
191.8
160.2
33
288.8
240.3
Transcribed Image Text:Results from a direct shear test on a sandy soil are given in the following table. The shear box is 62 x 62 mm square in plan. Determine the followings. a) The internal friction angles at peak and residual states. b) Principal stresses and their directions inside the box at the peak strength when the normal stress is 70 kPa. Vertical load (kg) Shear force at peak (N) Shear force at residual (N) 10 96.3 80.1 22 191.8 160.2 33 288.8 240.3
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