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MCQ
182. The unconfined compressive strength of a very soft clay is-
10 to 25kN/m²
150 to 400kN/m²
25 to 150kN/m²
above 400kN/m²
183. A soil having particles of nearly the same size is known as-
uniform soil
poor soil
well graded soil
coarse soil
184. The unit weight of a soil at zero air voids depends upon-
unit weight of water
water content
specific gravity
all of these
185. The relation between dry unit weight (γ_d), S.G. (G), void ratio (e) or porosity N is-
γ_d=(Gγ_ω)/(1+e)
γ_d=(Gγ_ω)/(1-e)
γ_d=Gγ_ω (1-n)
γ_d=Gγ_ω (1+n)
189. The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of-
27°
17°
36°
190. The ratio of the unit weight of soil solids to that of water is called-
void ratio
porosity
specific gravity
degree of saturation
191. The ratio of the volume of air voids to the volume of voids, is called-
void ratio
air content
degree of saturation
porosity
192. The unit weight of a completely saturated soil (γ_sat) is given by-
((G+e)γ_ω)/(1+e)
((1+e)γ_ω)/(G+e)
((G-1)γ_ω)/(1+e)
((1-e)γ_ω)/(G+e)
195. A soil having uniformity coefficient more than 10, is called-
uniform soil
poor soil
well graded soil
coarse soil
196. Chemical weathering of soil is caused due to-
oxidation
hydration
carbonation & leaching
all of these
197. The specific gravity of soil solids is determined by-
pycnometer method
hydrometer analysis
sieve analysis
all of these