Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated Water and soil particles are incompressible All listed here Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated Water and soil particles are incompressible All listed here Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.5 1.0 and 0.0 0.5 and 1.0 0.0 and 1.0 1.0 and 0.5 1.0 and 0.0 0.5 and 1.0 0.0 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? silt gravel sand clay silt gravel sand clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of small magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of large magnitude same shear strength of small magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of large magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle more at edges compared to middle None of these uniform throughout less at edges compared to middle more at edges compared to middle None of these uniform throughout ANSWER DOWNLOAD EXAMIANS APP
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