Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is silt gravel clay sand silt gravel clay sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of kaolinite montmorillonite rock minerals illite kaolinite montmorillonite rock minerals illite 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 Valid range for n, the percentage voids, is 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is drained test consolidated undrained test consolidated drained test undrained test drained test consolidated undrained test consolidated drained test undrained test ANSWER DOWNLOAD EXAMIANS APP
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