EXAMIANS
The angle that Coulomb’s failure envelope makes with the horizontal is called
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The shear strength of a soil
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Coefficient of consolidation of a soil is affected by
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During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is
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According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is
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Rankine’s theory of earth pressure assumes that the back of the wall is
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For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
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In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be
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The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to
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Coefficient of earth pressure at rest is
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