MCQs: The value of compression index for a remoulded sample whose liquid limit is 50% is______________?
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MCQs: The average coefficient of permeability of natural deposits________________?
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MCQs: Within the consolidation process of a saturated clay__________________?
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MCQs: The most suitable method for drainage of fine grained cohesive soils is________________?
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MCQs: Coefficient of consolidation of a soil is affected by_______________?
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MCQs: Time factor for a clay layer is_______________?
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MCQs: Coefficient of consolidation for clays normally_______________?
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MCQs: Degree of consolidation is________________?
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MCQs: Which one of the following clays behaves like a dense sand ?
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MCQs: Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is_________________?
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MCQs: Compressibility of sandy soils is______________?
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MCQs: Coefficient of compressibility is_______________?
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MCQs: Coarse grained soils are best compacted by a_______________?
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MCQs: The maximum dry density upto which any soil can be compacted depends upon____________?
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MCQs: The ultimate consolidation settlement of a soil is________________?
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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__________________?
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MCQs: The ultimate consolidation settlement of a structure resting on a soil_______________?
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MCQs: Direct measurement of permeability of the specimen at any stage of loading can be made_______________?
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MCQs: With the increase in the amount of compaction energy________________?
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MCQs: For a loose sand sample and a dense sand sample consolidated to the same effective stress_____________?
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