Marks 1
1
The results of a consolidated drained triaxial test on a normally consolidated clay are shown in the figure. The angle of internal friction is
GATE CE 2025 Set 1
2
An unconfined compression strength test was conducted on a cohesive soil. The test specimen failed at an axial stress of 76 kPa. The undrained cohesion (in kPa, in integer) of the soil is _____
GATE CE 2023 Set 2
3
A drained direct shear test was carried out on a sandy soil. Under a normal stress of 50 kPa, the test specimen failed at a shear stress of 35 kPa. The angle of internal friction of the sample is ________ degree (round off to the nearest integer).
GATE CE 2023 Set 1
4
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?
GATE CE 2022 Set 2
Marks 2
1
In the context of shear strength of soil, which of the following statements is/are CORRECT?
GATE CE 2025 Set 2
2
In the given figure, Point O indicates the stress point of a soil element at initial non-hydrostatic stress condition. For the stress path (OP), which of the following loading conditions is correct?
GATE CE 2023 Set 2