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MCQs: The maximum dry density upto which any soil can be compacted depends upon____________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The ultimate consolidation settlement of a soil is________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is__________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The ultimate consolidation settlement of a structure resting on a soil_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Direct measurement of permeability of the specimen at any stage of loading can be made_______________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: With the increase in the amount of compaction energy________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: For a loose sand sample and a dense sand sample consolidated to the same effective stress_____________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as____________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The shear strength of a soil_________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Skempton’s pore pressure coefficient B for saturated soil is________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: In a deposit of normally consolidated clay_________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Unconfmed compressive strength test is________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Shear strength of a soil is a unique function of__________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively______________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is__________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: If the shearing stress is zero on two planes, then the angle between the two planes is________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: 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__________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: Sensitivity of a soil can be defined as___________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is___________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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MCQs: During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm2 to 0.26 N/mm2, the pore water pressure increases from 0.07 N/mm2 to 0.15 “N/mm2. Skempton’s pore pressure parameter B is___________________?
Category: Civil Engineering Mcqs, Published by: teswesm
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