Questions 471–480 of 1300. Imported answers require independent review unless marked reviewed.

Topic practice 1300 questionsPage 48 of 130

Question 41

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Consider that a force P is acting on the surface of a half-space (Bousinesq’s problem). The expression for the vertical stress (

) at a point (r, z), within the half-space is given as,

where r is the radial distance and z is the depth with downward direction taken as positive. At any given r, there is a variation of

along z and at a specific z, the value of

will be maximum. What is the locus of the maximum

?
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Question 41

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In the given figure, Point O indicates the stress point of a soil element at initial non-hydrostatic stress condition. For the stress path (OP), which of the following loading conditions is correct?
Diagram for Civil Engineering question 41

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Question 42

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A square footing of size 2.5 m × 2.5 m is placed 1.0 m below the ground surface on a cohesionless homogeneous soil stratum. Considering that the groundwater table is located at the base of the footing, the unit weights of soil above and below the groundwater table are 18 kN/m³ and 20 kN/m³, respectively, and the bearing capacity factor

is 58, the net ultimate bearing capacity of the soil is estimated as 1706 kPa (unit weight of water = 10 kN/m³).
Earlier, a plate load test was carried out with a circular plate of 30 cm diameter in the same foundation pit during a dry season, when the water table was located beyond the plate influence zone. Using Terzaghi’s bearing capacity formula, what is the ultimate bearing capacity (in kPa) of the plate?
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Question 42

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The figure shows a vertical retaining wall with backfill consisting of cohesive-frictional soil and a failure plane developed due to passive earth pressure. The forces acting on the failure wedge are: P as the reaction force between the wall and the soil, R as the reaction force on the failure plane, C as the cohesive force along the failure plane and W as the weight of the failure wedge. Assuming that there is no adhesion between the wall and the wedge, identify the most appropriate force polygon for the wedge.
Diagram for Civil Engineering question 42

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Question 43

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A very wide rectangular channel carries a discharge (Q) of 70 m³/s per meter width. Its bed slope changes from 0.001 to 0.009 at a point P, as shown in the figure (not to scale). The Manning’s roughness coefficient of the channel is 0.01. What water surface profile(s) exist(s) near the point P?
Diagram for Civil Engineering question 43

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Question 43

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A compound symmetrical open channel section as shown in the figure has a maximum of ______ critical depth(s).
Diagram for Civil Engineering question 43

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Question 44

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A jet of water having a velocity of 20 m/s strikes a series of plates fixed radially on a wheel revolving in the same direction as the jet at 15 m/s. What is the percentage efficiency of the plates? (round off to one decimal place)
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Question 44

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The critical flow condition in a channel is given by ______.
[Note:

– kinetic energy correction factor;

– discharge;

– cross-sectional area of flow at critical flow condition;

– top width of flow at critical flow condition;

– acceleration due to gravity]
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Question 45

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In the following table, identify the correct set of associations between the entries in Column-1 and Column-2.
Column-1
Column-2
P: Reverse Osmosis
I: Ponding
Q: Trickling Filter
II: Freundlich Isotherm
R: Coagulation
III: Concentration Polarization
S: Adsorption
IV: Charge Neutralization
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Question 45

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Match the following air pollutants with the most appropriate adverse health effects:
Air pollutant
Health effect to human and/or test animal
(P) Aromatic hydrocarbons
(I) Reduce the capability of the blood to carry oxygen
(Q) Carbon monoxide
(II) Bronchitis and pulmonary emphysema
(R) Sulfur oxides
(III) Damage of chromosomes
(S) Ozone
(IV) Carcinogenic effect
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