In: Civil Engineering
DISCUSSIONS:
1. Draw a typical stress-strain diagram and indicate what are meant by peak strength and residual strength .
2. What are the limitations of direct shear stress? 3.
Draw the Mohr’s circle foe failure for a direct shear stress test and mark the failure plane, a major principle plain and minor principal plain.
4. If the test is under a normal stress of 2.5 kg/cm2 , find the shear load at which the soil will fail.(Use ? found from the test).
5. State the Mohr – Cuolomb criteria for shear strength in terms of the effective stresses
6. What are the advantages of the direct shear test over the triaxial test?