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 In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method oven drying method alcohol method sand bath method calcium carbide method oven drying method alcohol method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated drained test consolidated undrained test undrained test drained test consolidated drained test consolidated undrained test undrained test drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
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