A cylindrical sample of soil 50 mm in diameter 3 100 mm long
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A cylindrical sample of soil 50 mm in diameter 3 100 mm long was subjected to axial and radial effective stresses. When
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A cylindrical sample of soil 50 mm in diameter 3 100 mm long was subjected to axial and radial effective stresses. When the vertical displacement was 2 mm, the soil failed. The stresses at critical state are (s91)cs 5 280 kPa and (s93)cs 5 100 kPa. The change in soil volume at failure was 800 mm3. (i) Which failure criterion is appropriate to interpret the test data? (ii) Determine (a) the axial strain at failure, (b) the volumetric strain at failure, (c) the critical state friction angle, and (d) the inclination of the slip plane to the horizontal plane.
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