Soil Mechanics & Foundation Engineering Mcqs

Q.  According to IS classification, the range of silt size particles is_________________?

a. 4.75 mm to 2.00 mm
b. 2.00 mm to 0.425 mm
c. 0.425 mm to 0.075 mm
d. 0.075 mm to 0.002 mm


ANSWER: See Answer
 
No explanation is available for this question!
MCQs:  Degree of consolidation is________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
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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MCQs:  For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as____________________?
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MCQs:  The shear strength of a soil_________________?
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MCQs:  Skempton’s pore pressure coefficient B for saturated soil is________________?
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MCQs:  In a deposit of normally consolidated clay_________________?
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MCQs:  Unconfmed compressive strength test is________________?
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MCQs:  Shear strength of a soil is a unique function of__________________?
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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______________________?
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