Soil Mechanics & Foundation Engineering Mcqs

Q.  Degree of consolidation is________________?

a. directly proportional to time and inversely proportional to drainage path
b. directly proportional to time and inversely proportional to square of drainage path
c. directly proportional to drainage path and inversely proportional to time
d. directly proportional to square of drainage path and inversely proportional to time


ANSWER: See Answer
 
No explanation is available for this question!
MCQs:  If the shearing stress is zero on two planes, then the angle between the two planes is________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
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: T-Code Scripts
MCQs:  Sensitivity of a soil can be defined as___________________?
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MCQs:  The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is___________________?
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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___________________?
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MCQs:  In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on__________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The angle that Coulomb’s failure envelope makes with the horizontal is called________________?
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MCQs:  Rankine’s theory of earth pressure assumes that the back of the wall is_______________?
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MCQs:  The major principal stress in an element of cohesionless soil within the backfill of a retaining wall is________________?
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MCQs:  A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of_________________?
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MCQs:  Bishop’s method of stability analysis_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The effect of cohesion on a soil is to______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Coefficient of earth pressure at rest is__________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Allowable bearing pressure for a foundation depends upon_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Terzaghi’s general bearing capacity formula for a strip footing (C Nc + y D Nq + 0.5 Y NTB. gives______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of______________?
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MCQs:  The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing_______________?
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MCQs:  A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is___________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts