1
GATE CE 2023 Set 2
Numerical
+1
-0
An unconfined compression strength test was conducted on a cohesive soil. The test specimen failed at an axial stress of 76 kPa. The undrained cohesion (in kPa, in integer) of the soil is _____
Your input ____
2
GATE CE 2023 Set 1
Numerical
+1
-0
A drained direct shear test was carried out on a sandy soil. Under a normal stress of 50 kPa, the test specimen failed at a shear stress of 35 kPa. The angle of internal friction of the sample is ________ degree (round off to the nearest integer).
Your input ____
3
GATE CE 2022 Set 2
MCQ (Single Correct Answer)
+1
-0.33

Match the following in Column X with Column Y :

Column X Column Y
P. In a triaxial compression test, with increase of axial strain in loose sand under drained shear condition. The volumetric strain. I. decreases
Q. In a triaxial compression test, with increase of axial strain in loose sand under undrained shear condition, the excess pore water pressure. II. increase
R. In a triaxial compression test, the pore pressure parameter "B" for a saturated soil. III. remains same
S. For shallow strip footing in pure saturated clay, Terzaghi's bearing capacity factor (N$$_q$$) due to surcharge. IV. is always 0.0
V. is always 1.0
VI. is always 0.5

Which one of the following combinations is correct?

A
(P)-(I), (Q)-(II), (R)-(V), (S)-(VI)
B
(P)-(I), (Q)-(III), (R)-(VI), (S)-(IV)
C
(P)-(I), (Q)-(I), (R)-(IV), (S)-(V)
D
(P)-(I), (Q)-(II), (R)-(V), (S)-(V)
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