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Civil Gate 2015 Set-2
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Civil Engineering Gate 2015 Set-2 Questions with Answer
Ques 1 GATE 2015 SET-2
Match the information related to tests on aggregates given in Group-I with that in Group-II.
| Group-I | Group-II |
|---|---|
| P. Resistance to impact | 1. Hardness |
| Q. Resistance to wear | 2. Strength |
| R. Resistance to weathering action | 3. Toughness |
| S. Resistance to crushing | 4. Soundness |
Ques 2 GATE 2015 SET-2
While minimizing the function $f(x)$, necessary and sufficient conditions for a point, $x_0$ to be a minima are:
Ques 3 GATE 2015 SET-2
In Newton-Raphson iterative method, the initial guess value ($x_{in}$) is considered as zero while finding the roots of the equation: $f(x) = -2 + 6x - 4x^2 + 0.5x^3$. The correction, $Delta x_i$ to be added to $x_{in}$ in the first iteration is _______.
Ques 4 GATE 2015 SET-2
Given, $i = sqrt{-1}$, the value of the definite integral,
is
Ques 5 GATE 2015 SET-2
is equal to
Ques 6 GATE 2015 SET-2
Let A = [aij], 1 ≤ i, j ≤ n with n ≥ 3 and aij = i.j. The rank of A is:
Ques 7 GATE 2015 SET-2
The probability density function of a random variable, x is

Ques 8 GATE 2015 SET-2
Consider the following second order linear differential equation:

Ques 9 GATE 2015 SET-2
The two Eigen values of the matrix
have a ratio of 3:1 for p = 2. What is another value of p for which the Eigen values have the same ratio of 3:1?
Ques 10 GATE 2015 SET-2
For step-size, △x = 0.4, the value of following integral using Simpson's 1/3 rule is _______.

Ques 11 GATE 2015 SET-2
SO2 and CO adversely affect
Ques 12 GATE 2015 SET-2
A landfill is to be designed to serve a population of 200000 for a period of 25 years. The solid waste (SW) generation is 2 kg/person/day. The density of the un-compacted SW is 100 kg/m3 and a compaction ratio of 4 is suggested. The ratio of compacted fill (i.e., SW + cover) to compacted SW is 1.5. The landfill volume (in million m3) required is _______.
Ques 13 GATE 2015 SET-2
A water treatment plant of capacity, 1 m3/s has filter boxes of dimensions 6 m x 10 m. Loading rate to the filters is 120 m3/day/m2. When two of the filters are out of service for back washing, the loading rate (in m3/day/m2) is _______.
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