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A soil has a plastic limit of 25% and a plasticity index of 30. If the natural water content of the soil is 34%, what is the liquidity index and what is the consistency index?
How do you explain the consistency
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can you give me example of bending equestion stress as numerical?
Can anyone help me in finding the formula for submerged and unsubmerged flow in culverts?
Compute the safe bearing capacity of a square footing 1.5 m × 1.5 m, located at a depth of 1 m below the ground level in a soil of average density 20 kN/m 3 . = 20°, N c = 17.7,
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