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 2022 Set 1
MCQ (Single Correct Answer)
+1
-0.33

The correct match between the physical states of the soils given in Group-I and the governing conditions given in Group-II is

Group-I Group-II
1. normally consolidated soil. P. sensitivity > 16
2. quick clay Q. dilation angle = 0
3. sand in critical state. R. liquid limit > 50
4. clay of high plasticity. S. over consolidation ratio = 1
A
1-S, 2-P, 3-Q, 4-R
B
1-Q, 2-S, 3-P, 4-R
C
1-Q, 2-P, 3-R, 4-S
D
1-S, 2-Q, 3-P, 4-R
2
GATE CE 1995
MCQ (Single Correct Answer)
+1
-0.3
Aeolian Soils are
A
Residual Soils
B
Wind deposits
C
Gravity desposits
D
Water deposits
3
GATE CE 1991
MCQ (Single Correct Answer)
+1
-0.3
When the product of rock weathering is not transported as sediment but remains in place, is called
A
Alluvial Soil
B
Glacial Soil
C
Residual Soil
D
Aeolian Soil
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