Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is illite None of these kaolinite montmorillonite illite None of these kaolinite montmorillonite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is a physical parameter that can be measured the stress at particles contact All of these important because it is a function of engineering properties of soil a physical parameter that can be measured the stress at particles contact All of these important because it is a function of engineering properties of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as unconsolidated drained test consolidated undrained test consolidated drained test unconsolidated undrained test unconsolidated drained test consolidated undrained test consolidated drained test unconsolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and specific gravity voids ratio and dry density water content and voids ratio specific gravity and dry density water content and specific gravity voids ratio and dry density water content and voids ratio specific gravity and dry density ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because None of these It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform None of these It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform ANSWER DOWNLOAD EXAMIANS APP
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