Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plasticity index shrinkage limit plastic limit liquid limit plasticity index shrinkage limit plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is None of these directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index None of these directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth vertical and smooth vertical and rough plane and rough plane and smooth vertical and smooth vertical and rough plane and rough ANSWER DOWNLOAD EXAMIANS APP
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