1
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?
Questions Asked from Marks 1
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