1
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of solids (Gs) is 2.65, the void ratio of the soil is
2
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
A soil sample has a void ratio of 0.5 and its porosity will be closed to
3
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
A borrow pit soil has a dry density of 17 kN/m3. How many cubic meters of this soils will be required to construct an embankment of 100 m3 volume with a dry density of 16 kN/m3.
4
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on
Questions Asked from Definitions and Properties of Soils (Marks 1)
Number in Brackets after Paper Indicates No. of Questions
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude