Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 zero negative non-plastic (NP) 1 zero negative non-plastic (NP) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 < 1D < 1 0 ≤ 1D ≤ 1 ID > 0 1D > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 ID > 0 1D > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC dry of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is limited to a maximum value of 45° increases as the soil gradation im-proves increases as the size of particles increases is rarely more than 30° for fine grained soil is limited to a maximum value of 45° increases as the soil gradation im-proves increases as the size of particles increases is rarely more than 30° for fine grained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 3 6 9 16 3 6 9 16 ANSWER DOWNLOAD EXAMIANS APP
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