Questions 961–970 of 1300. Imported answers require independent review unless marked reviewed.

Topic practice 1300 questionsPage 97 of 130

Question 16

Open question
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A retaining wall of height

with smooth vertical backface supports a backfill inclined at an angle

with the horizontal. The backfill consists of cohesionless soil having angle of internal friction

. If the active lateral thrust acting on the wall is

, which one of the following statements is TRUE?
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Question 16

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The notation “SC” as per Indian Standard Soil Classification System refers to
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Question 17

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In a soil specimen, the total stress, effective stress, hydraulic gradient and critical hydraulic gradient are

,

,

and

, respectively. For initiation of quicksand condition, which one of the following statements is TRUE?
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Question 17

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An anisotropic soil deposit has coefficient of permeability in vertical and horizontal directions as

and

, respectively. For constructing a flow net, the horizontal dimension of the problem’s geometry is transformed by a multiplying factor of
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Question 18

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Which one of the following is a secondary pollutant?
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Question 18

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The value of the function

is given at

distinct values of

and its value is to be interpolated at the point

, using all the

points. The estimate is obtained first by the Lagrange polynomial, denoted by

, and then by the Newton polynomial, denoted by

. Which one of the following statements is correct?
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Question 19

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CENAT1 markNeeds review
For a given loading on a rectangular plain concrete beam with an overall depth of 500

, the compressive strain and tensile strain developed at the extreme fibers are of the same magnitude of

. The curvature in the beam cross-section (in

, round off to 3 decimal places), is ________.

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Question 19

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The speed-density relationship in a mid-block section of a highway follows the Greenshield’s model. If the free flow speed is

and the jam density is

, the maximum flow observed on this section is
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Question 20

Open question
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A completely mixed dilute suspension of sand particles having diameters 0.25, 0.35, 0.40, 0.45 and 0.50

are filled in a transparent glass column of diameter 10

and height 2.50

. The suspension is allowed to settle without any disturbance. It is observed that all particles of diameter 0.35

settle to the bottom of the column in 30

. For the same period of 30

the percentage removal (round off to integer value) of particles of diameters 0.45 and 0.50

from the suspension is ________.

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Question 20

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The degree of static indeterminacy of the plane frame as shown in the figure is ______
Diagram for Civil Engineering question 20


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