Soil Mechanics and Foundation Engineering (Part-2) (General Engineering) (SSC JE)

Total Questions: 50

11. The porosity of a soil sample having its void ratio equal to unity would be- [RRB JE 28.08.2015 (Shift-III) ]

Correct Answer: (b) 50.0%
Solution:

12. A well graded soil has a coefficient of curvature between : [RRB JE 28.08.2015 (Shift-II) ]

Correct Answer: (d) 1 to 3
Solution:

For well graded soil coefficient of curvature lies between 1 to 3.

13. The net loading intensity at which neither the soil fails in shear nor there is excessive settlement detrimental to the structure is called as [RRB S.S.E. 02.09.2015 (Shift-II) / RRB S.S.E. 02.09.2015 (Shift-III) ]

Correct Answer: (a) Allowable bearing capacity
Solution:

 Allowable bearing capacity–
• It is the maximum net intensity of loading that can be imposed on soil with no possibility of shear failure or settlement failure.
• In IS : 6403 allowable bearing pressure named as allowable bearing capacity.

Ultimate bearing capacity– The max gross pressure intensity of the loading that the soil can support before its soils in shear.

Net safe bearing capacity– • It is the maximum net intensity of loading that the soil can safely support without the risk at shear failure.

14. The liquid limit of a soil can be determined in the lab with [RRB S.S.E. 02.09.2015 (Shift-II) ]

Correct Answer: (d) Casagrande's apparatus
Solution:

Test to fined liquid limit (Cassagrande test)-
• Sieve size = 425 µ
• Wt. of soil = 120 gm
• Water content corresponding to 25 no. of blow called liquid limit.
Groove    Cassagrande tool
Bottom width     2 mm
Top width    11 mm
Height    8 mm

15. The ratio between void ratio (e), degree of saturation (s), water content (w), and specific gravity of solids (G) is given by: [RRB JE 29.08.2015 (Shift-III) ]

Correct Answer: (b) e × s = w × G
Solution:

16. The minimum gross pressure intensity at the base of the foundation at which the soil fails in shear is called as : [RRB S.S.E. 02.09.2015 (Shift-III) ]

Correct Answer: (a) Ultimate bearing capacity
Solution:

Ultimate bearing capacity–
• Minimum gross pressure intensity of the loading at which soil fails in shear is termed as ultimate bearing capacity.
OR
The maximum gross pressure intensity of the loading that the soil can support before its fails in shear called ultimate bearing capacity.

17. Nuclear density guage can be used for all the following purposes, except [RRB S.S.E. 02.09.2015 (Shift-III) ]

Correct Answer: (d) Standard penetration reading
Solution:

Nuclear gauges– The nuclear measuring gauges that incorporate a radioactive source. These nuclear gauges provide and inexpensive, yet highly reliable and accurate method of measuring the thickness, density, moisture content or make-up of a wide variety of material or surfaces.
There are two types of nuclear gauges–
(i) Fixed
(ii) Portable

18. If the sensitivity of a soil is between 4 and 8, then it will be called as : [RRB S.S.E. 02.09.2015 (Shift-III) ]

Correct Answer: (c) Sensitive soil
Solution:

Sensitivity     Soil
<1                 Insensitive
2–4             Normal sensitive
4–8             Sensitive
8–16            Extra Sensitive
> 16             Quick Sensitive

19. A clay sample has a void ratio 0.54 in dry state. The specific gravity of soil solids is 2.7. What is the shrinkage limit of the soil? [RRB JE 29.08.2015 (Shift-I) ]

Correct Answer: (d) 20.0%
Solution:

20. Among the clay minerals, the one having the maximum swelling tendency is– [RRB JE 29.08.2015 (Shift-I) ]

Correct Answer: (c) Montmorillonite
Solution: