Soil Mechanics & Foundation Engineering Mcqs


Q.  If the water table rises upto ground surface, then the___________________?

a. effective stress is reduced due to decrease in total stress only but pore water pressure does not change
b. effective stress is reduced due to increase in pore water pressure only but total stress does not change
c. total stress is reduced due to increase in pore water pressure only but effec-tive stress does not change
d. total stress is increased due to de-crease in pore water pressure but effective stress does not change


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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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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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