Geotechnical Engineering MCQs | Page - 4
Dear candidates you will find MCQ questions of Geotechnical Engineering here. Learn these questions and prepare yourself for coming examinations and interviews. You can check the right answer of any question by clicking on any option or by clicking view answer button.
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Q. A direct shear test possesses the following disadvantage:
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Q. A stratum of clay 2 m thick will get consolidated 80% in 10 years. For the 80% consolidation of 8 m thick stratum of the same clay, the time required is
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Q. When the seepage pressure becomes equal to the pressure due to submerged weight of a soil, the effective pressure is reduced to zero and the soil particles have a tendency to move up in the direction of flow. This phenomenon is generally known
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Q. If drainage is permitted throughout the test, during the application of both normal, and shear stresses so that full consolidation occurs and no excess pore pressure is set up at any stage of the test, is known as
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Q. Terzaghi's theory of one dimensional consolidation assumes
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Q. The shear resistance of a soil is constituted basically of the following component.
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Q. The ratio of the weight of water to the weight of solids in a given mass of soil, is known
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