Gate 2022 Civil Engineering solved paper with full explanation forenoon session

Below the Gate 2022 Civil Engineering solved question paper(forenoon session ) which were held on 12-02-2022. The total number of questions are 65, 10 from aptitude and 55 from Civil Engineering. Question paper is cover in 7 pages and each page have 10 questions. Question on this page from 11 to 20.

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Question 11.

Consider the following expression:
z = sin (y + it) + cos(y - it)
where z, y \textrm{ and} \, t are variable, and i = \sqrt {-1} is a complex number. The partial differential equation derived from the above expression is

\dfrac{d^2 \textrm{z}}{d \textrm{t}^2} + \dfrac{d^2 \textrm{z}} {d \textrm{y}^2 } = 0
\dfrac{d^2 \textrm{z}}{d \textrm{t}^2} - \dfrac{d^2 \textrm{z}} {d \textrm{y}^2 } = 0
\dfrac{d \textrm{z}}{d \textrm{t}} - i \dfrac{d \textrm{z}} {d \textrm{y} } = 0
\dfrac{d \textrm{z}}{d \textrm{t}} + i \dfrac{d \textrm{z}} {d \textrm{y} } = 0

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Detailed Explanation

z = sin (y + it) + cos(y - it)

Differentiation w.r.t. y

\dfrac{d z} {d \textrm{y}} = cos(y + it) - sin(y - it)

Formula used : \frac {d }{d \textrm{x}} sinx = cos x ; \; \frac{d }{d \textrm{x}} cosx = - sinx

\dfrac {d^2z}{dy^2} = -sin(y + it) - cos(y -it)

{\color {red} \boxed {\color {black} {\dfrac{d^2 z} {dy^2} = -z}}} … 1

Differentiation w.r.t. t

\dfrac {d z}{d t} = i cos (y + it) +i sin (y - it)

\dfrac {d^2 z} {dt^2} = + sin (y + it) + cos (y - it)

{\color {red} \boxed {\color {black} {\dfrac{d^2 z} {dt^2} = z}}} … 2

Adding 1 and 2 equations, we get

\dfrac {d^2z} {dy^2} + \dfrac{d^2 z} {dt^2} = 0

Correct option is: \dfrac{d^2 \textrm{z}}{d \textrm{t}^2} + \dfrac{d^2 \textrm{z}} {d \textrm{y}^2 } = 0

Question 12.

For the equation
\dfrac {d^3y} {dx^3} + x \left (\dfrac{dy} {dx} \right) ^{ 3/2} + x^2y = 0
the correct description is

an ordinary differential equation of order 3 and degree 2
an ordinary differential equation of order 3 and degree 3
an ordinary differential equation of order 2 and degree 3
an ordinary differential equation of order 3 and degree 3/2

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Detailed Explanation
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Question 13.

The hoop stress at a point on the surface of a thin cylindrical pressure vessel is computed to be 30.0 MPa. The value of maximum shear stress at this point is

7.5 MPa
15.0 MPa
30.0 MPa
22.5 MPa

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Detailed Explanation
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Question 14.

In the context of elastic theory of reinforced concrete, the modular ratio is defined as the ratio of

Young’s modulus of elasticity of reinforcement material to Young’s modulus of elasticity of concrete
Young’s modulus of elasticity of concrete to Young’s modulus of elasticity of reinforcement material.
shear modulus of reinforcement material to the shear modulus of concrete
Young’s modulus of elasticity of reinforcement material to the shear modulus of
concrete

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Question 15.

Which of the following equations is correct for the pozzolanic reaction?

Ca(OH)_2 + Reactive Super plasticiser + H_2O \to C-S-H
Ca(OH)_2 + Reactive Silicon dioxide + H_2O \to C-S-H
Ca(OH)_2 + Reactive Sulphates + H_2O \to C-S-H
Ca(OH)_2 + Reactive Sulphur + H_2O \to C-S-H

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Detailed Explanation

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Pozzolanic materials have no cementing properties itself but have the property of combining with lime to produce stable lime pozzolana compound which has cementitious property.

Pozzolana is considered as siliceous and aluminous materials and when added in cement it have SiO2 Al2O3 form.

So, Pozzolanic reaction:

Ca(0H)_2 + Reactive silica-di-oxide + H_2O \to C-S-H gel or tobermonite gel

Correct option is: Ca(OH)_2 + Reactive Super plasticiser + H_2O \to C-S-H

Learn more : Previous year Gate papers of Civil Engineering with detailed solution

Learn more : GATE 2022 All  branches Aptitude Questions with detailed Solution

Question 16.

Consider the cross-section of a beam made up of thin uniform elements having thickness t (t << a) shown in the figure above. The (x,y) co-ordinates of the points along the center-line of the cross-section are given in the figure.
The co-ordinates of the shear center of this cross-section are:

x =0, y = 3a
x =2a, y = 2a
x =-a, y = 2a
x =-2a, y = a

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Question 17.

Four different soils are classified as CH, ML, SP and SW, as per the Unified soil classification system.
Which one of the following options correctly represents their arrangement in the decreasing order of hydraulic conductivity?

SW, SP, ML, CH
CH, ML, SP. SW
SP, SW, CH, ML
ML, SP, CH, SW

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Question 18.

Let \sigma'_v \textrm{and} \sigma'_h denote the effective vertical stress and effective horizontal stress, respectively.
Which one of the following conditions must be satisfied for a soil element to reach the failure state under Rankine’s passive earth pressure condition?

\sigma'_v < \sigma'_h
\sigma'_v > \sigma'_h
\sigma'_v = \sigma'_h
\sigma'_v + \sigma'_h = 0

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Learn more : Gate syllabus for Civil Engineering

Question 19.

With respect to fluid flow, match the following in Column X with Column Y :
Column X Column Y
P . Viscosity 1. Mach number
Q. Gravity 2. Reynolds number
R. Compressibility 3. Euler number
S. Pressure 4. Froude number
Which one of the following combinations is correct?

P – 2, Q – 4, R – 1, S – 3
P – 3, Q – 4, R – 1, S – 3
P – 4, Q – 2, R – 1, S- 3
P – 2 Q – 4, R – 3, S – 1

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Question 20.

Let \psi represent soil suction head and K represent hydraulic conductivity of the soil. If the soil moisture content \theta increases, which one of the following statements is TRUE ?

\psi decreases and K increases.
\psi increases and k decreases.
Both \psi and K decrease.
Both \psi and K increase.

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