Soil Mechanics and Foundation Sand particles are made of montmorillonite rock minerals kaolinite illite montmorillonite rock minerals kaolinite illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller vibratory roller rubber tyred roller sheep’s foot roller drum roller vibratory roller rubber tyred roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is zero 1 between 0 and 1 greater than 1 zero 1 between 0 and 1 greater than 1 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 2 -0.5 0.5 -2 2 -0.5 0.5 -2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil always increases The liquid limit of soil may increase ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.028 036 0.28 0.036 0.028 036 0.28 ANSWER DOWNLOAD EXAMIANS APP
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