Civil Engineering > GATE 2021 SET-1 > Geotechnical Engineering
Based on drained triaxial shear tests on sands and clays, the representative variations of volumetric strain (ΔV/V) with the shear strain (γ) is shown in the figure.
Choose the CORRECT option regarding the representative behaviour exhibited by Curve P and Curve Q.
A
Curve P represents dense sand and overconsolidated clay, while Curve Q represents loose sand and normally consolidated clay
B
Curve P represents dense sand and normally consolidated clay, while Curve Q represents loose sand and overconsolidated clay
C
Curve P represents loose sand and overconsolidated clay, while Curve Q represents dense sand and normally consolidated clay
D
Curve P represents loose sand and normally consolidated clay, while Curve Q represents dense sand and overconsolidated clay

Correct : a

Similar Questions

Group I lists the type of gain or loss of strength in soils. Group II lists the property or process responsible for the loss or gain of strength in soils. T...
#207 MCQ
A soil sample is subjected to a hydrostatic pressure, σ. The Mohr circle for any point in the soil sample would be
#208 MCQ
A strip footing is resting on the ground surface of a pure clay bed having an undrained cohesion Cu. The ultimate bearing capacity of the footing is equal to
#209 MCQ

Related Topics

drained triaxial shear test sands clays volumetric strain shear strain GATE Civil Engineering 2021 civil engineering gate dense sand overconsolidated clay loose sand normally consolidated clay representative behaviour soil mechanics

Unique Visitor Count

Total Unique Visitors

Loading......