Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Meniscus correction Temperature correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Meniscus correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 6 months 3 months 12 months 24 months 6 months 3 months 12 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to flow index consistency index to liquidity index plasticity index to consistency index liquidity index to flow index plasticity index to flow index consistency index to liquidity index plasticity index to consistency index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance 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 is limited to a maximum value of 45° increases as the soil gradation im-proves increases as the size of particles increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation 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 0.5 -2 -0.5 2 0.5 -2 -0.5 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by SL MH CH ML SL MH CH ML ANSWER DOWNLOAD EXAMIANS APP
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