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Structural Analysis & Soil Mechanics : Nuclear Quiz 4
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Question 1
Which one of the following test on a saturated clay soil gives the unique effective stress Mohr circle?
Question 2
Given that the effective angle of internal friction of the soil is 100, the angle between the failure plane and the major principle plane will be:
Question 3
In a drained triaxial test, a saturated specimen of cohesionless sand fails under a deviator stress of 5.35 kg/cm2 when the cell pressure is 1.5 kg/cm2. The inclination of the failure plane to the horizontal is
Question 4
A soil has an angle of shearing of 30° and cohesion of 35 kN/m2. If the specimen of this soil is subjected to a tri-axial compression test, then the value of lateral pressure in the cell for failure to occur at total stress of 300 kN/m2 will be
Question 5
What is the addition of (–64)10 and (80)16?
Question 6
What is the intensity of active earth pressure at a depth of 10.0 m in dry sand with an angle of shearing resistance of 30o and unit weight of 18 kN/m3?
Question 7
Cohesion is 15 KN/m2, the unit weight of soil is 20 KN/m3, the factor of safety is 1.5 and stability number is 0.05; the safe maximum height of the slope is
Question 8
A simply supported beam is subjected to clockwise moments at both ends A & B. If the ratio of rotation at the two ends A & B is 4, then the ratio of applied moments at A & B will be
Question 9
Force required to produce a unit displacement (translation only) at either one-third point of a fixed beam of span ℓ and uniform EI is?
Question 10
The final end moments MAB, MBA and MCD are 7.5, 5 and 10 kN-m respectively. The magnitude of end moment at D, (MDC) is?
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Dec 13ESE & GATE CE