1
GATE CE 2024 Set 2
Numerical
+2
-0.833

Differential levelling is carried out from point P (BM: +200.000 m) to point R. The readings taken are given in the table.

GATE CE 2024 Set 2 Geomatics Engineering Or Surveying - Linear Measurements and Chain Survey Question 1 English

Reduced Level (in meters) of the point R is ____ (rounded off to 3 decimal places).

Your input ____
2
GATE CE 2024 Set 2
MCQ (Single Correct Answer)
+1
-0.33

The contact pressure distribution shown in the figure belongs to a

GATE CE 2024 Set 2 Geotechnical Engineering - Definitions and Properties of Soils Question 8 English

A

rigid footing resting on a cohesionless soil.

B

rigid footing resting on a cohesive soil.

C

flexible footing resting on a cohesionless soil.

D

flexible footing resting on a cohesive soil.

3
GATE CE 2024 Set 2
MCQ (Single Correct Answer)
+1
-0.33

Which one of the following saturated fine-grained soils can attain a negative Skempton’s pore pressure coefficient (A)?

A

Quick clays

B

Normally-consolidated clays

C

Lightly-consolidated clays

D

Over-consolidated clays

4
GATE CE 2024 Set 2
Numerical
+1
-0.33

A reinforced concrete pile of 10 m length and 0.7 m diameter is embedded in a saturated pure clay with unit cohesion of 50 kPa. If the adhesion factor is 0.5, the net ultimate uplift pullout capacity (in kN) of the pile is ____________ (rounded off to the nearest integer).

Your input ____
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