Geotechnical Engineering
Origin of Soils
Marks 1
Definitions and Properties of Soils
Marks 1Marks 2
Classification of Soils and Clay Mineralogy
Marks 1
Effective Stress and Permeability
Marks 1Marks 2
Seepage Analysis
Marks 1Marks 2
Compaction of Soil
Marks 1Marks 2
Compressibility and Consolidation
Marks 1Marks 2
Shear Strength of Soil
Marks 1Marks 2
Stress Distribution of Soil
Marks 1Marks 2
Retaining Wall and Earth Pressure
Marks 1Marks 2
Stability of Slopes
Marks 1Marks 2
Shallow Foundation
Marks 1Marks 2
Pile Foundation
Marks 1Marks 2
Soil Stabilization
Marks 1
1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The water content of a saturated soil and the specific gravity of soil solids were found to be 30% and 2.70, respectively. Assuming the unit weight of water to be 10 $$kN /m^3$$, the saturated unit weight ($$kN /m^3$$), and the void ratio of the soil are
A
19.4, 0.81
B
18.5, 0.30
C
19.4. 0.45
D
18.5, 0.45
2
GATE CE 1991
Numerical
+2
-0
A saturated sand sample has dry unit weight of 18 $$kN/m^3$$ and a specific gravity of 2.65. If $$\gamma_w$$ = 10 $$kN/m^3$$, the water content of the soil is _____%.
Your input ____
3
GATE CE 1991
Fill in the Blanks
+2
-0
For sand of uniform spherical particles, the void ratio in the loosest and the densest states are ________ and ________ respectively.
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
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude