Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes 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 Soil is homogeneous and fully saturated Water and soil particles are incompressible All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated drained test undrained test drained test consolidated undrained test consolidated drained test undrained test drained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only effective stress only both effective stress and total stress None of these total stress only effective stress only both effective stress and total stress None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of silt fine sand coarse sand clay silt fine sand coarse sand clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method deep well system vacuum method well ppint system electroosmosis method deep well system vacuum method well ppint system ANSWER DOWNLOAD EXAMIANS APP
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