MCQ
28001. Soils are derived from..............rocks.
igneous
metamorphic
sedimentary
any one of these
28002. The effective size of a soil is-[MES-16]
D10
D20
D40
D60
28003. ১৭৫। The property of the soil mass which permits the seepage of water through its interconnecting voids, called- [BREB-15]
capillarity
porosity
permeability
none of these
28004. IF SPT of clayey soil is 2 then the soil is - [MES-16]
Soft
Hard
Medium
Stiff
28005. Capillary rise will be greater in [BGFCL-17]
gravel
fine sand
silt
coarse
28006. Residual soils are-
sands
silts
clays
all of these
28007. When water content in a soil is reduced beyond the shrinkage limit, the soil will be in a- [BREB-15]
solid state
semi-solid state
liquid state
plastic state
28008. The soil transported by wind is called-
aeolian soil
alluvial soil
marine soil
lacustrine soil
28009. When a cohesionless soil attains quick condition, it looses- [HED-19]
Shear strength
Bearing capacity
Both a and b
Neither a and b
28010. The maximum size of grains of silts is about-
0.06mm
0.5mm
0.2mm
1mm
28011. The ratio of the unit weight of soil solids to that of water is called-
void ratio
porosity
specific gravity
degree of saturation
28012. Which of the following soil is transported by wind?
Talus
Drift
Loess
all of these
28013. The soil transportated by running water is called-
aeolian soil
alluvial soil
marine soil
lacustrine soil
28014. Void ratio (e) is-. [MES-16]
Vv/V
Vv/Vs
Vs/V
V/Vs
28015. Chemical weathering of soil is caused due to-
oxidation
hydration
carbonation & leaching
all of these
28016. The bearing capacity of soil can be improved by-[BREB-15]
increasing the depth of footing
draining the sub-soil water
ramming the granular material like crushed stone in the soil
all of the above
28017. Standard Penetration Test (SPT) tube length- [MES-16]
6"
18"
12"
24"
28018. The minimum size of grains of silts is about-
0.0002mm
0.02mm
0.002mm
0.2mm
28019. The property of a soil which is of great importance in finding settlement of structures. is- [BREB-15]
permeability
shear strength
consolidation
compressibility
28020. Which of the following is practically impermeable? [BREB-15]
Gravel
Sand mixture
Coarse sand
Clay