A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively______________________?
Shear strength of a soil is a unique function of__________________?
Unconfmed compressive strength test is________________?
In a deposit of normally consolidated clay_________________?
Skempton’s pore pressure coefficient B for saturated soil is________________?
The shear strength of a soil_________________?
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as____________________?
For a loose sand sample and a dense sand sample consolidated to the same effective stress_____________?
With the increase in the amount of compaction energy________________?
Direct measurement of permeability of the specimen at any stage of loading can be made_______________?
