1
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+1
-0.33
If the horizontal distance between a staff point and the point of observation is $d$, the error due to the curvature of earth is proportional to
A
$d$
B
$\frac{1}{d}$
C
$d^2$
D
$\frac{1}{d^2}$
2
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+1
-0.33
If the quadrantal bearing of a line is N30,,aW, then the whole circle bearing of the line is
A
$120^{\circ}$
B
$210^{\circ}$
C
$300^{\circ}$
D
$330^{\circ}$
3
GATE CE 2025 Set 1
Numerical
+2
-0

In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at $A$ and $B$, as shown in the table. If the $R L$ of $A$ is 150.000 m , the $R L$ of $B$ (in m ) is __________ (rounded off to 3 decimal places).

Level position Staff readings
A B
A 1.800 1.350
B 1.450 0.950
Your input ____
4
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+1
-0.33

The results of a consolidated drained triaxial test on a normally consolidated clay are shown in the figure. The angle of internal friction is

GATE CE 2025 Set 1 Geotechnical Engineering - Shear Strength of Soil Question 1 English
A
$\sin ^{-1}\left(\frac{1}{2}\right)$
B
$\sin ^{-1}\left(\frac{1}{3}\right)$
C
$\sin ^{-1}\left(\frac{2}{3}\right)$
D
$\sin ^{-1}\left(\frac{3}{4}\right)$
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