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Soil Mechanics and Foundation Engineering Quiz | Soil Mechanics and Foundation Engineering Multiple Choice Questions and Answers

(1) Which of the following methods is most accurate for the determination of the water content of soil ?
[A] oven drying method
[B] sand bath method
[C] calcium carbide method
[D] pycnometer method
Answer: oven drying method
(2) If the sand in-situ is in its densest state, then the relative density of sand is
[A] zero
[B] 1
[C] between 0 and 1
[D] greater than 1
Answer: 1

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(3) Relative density of a compacted dense sand is approximately equal to
[A] 0.4
[B] 0.6
[C] 0.95
[D] None of these
Answer: 0.95
(4) The ratio of volume of voids to the total volume of soil mass is called
[A] air content
[B] porosity
[C] percentage air voids
[D] voids ratio
Answer: porosity
(5) If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is
[A] less than specific gravity of soil
[B] equal to specific gravity of soil
[C] greater than specific gravity of soil
[D] independent of specific gravity of soil
Answer: equal to specific gravity of soil
(6) If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is
[A] 40%
[B] 60%
[C] 80%
[D] 100%
Answer: 40%
(7) Select the correct range of density index,ID
[A] lD >0
[B] ID >0
[C] 0 < lD < 1
[D] 0 < ID < 1
Answer: 0 < ID < 1
(8) When the degree of saturation is zero, the soil mass under consideration represents
[A] one phase system
[B] two phase system with soil and air
[C] two phase system with soil and water
[D] three phase system
Answer: two phase system with soil and air
(9) If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are
[A] 1.0 and 0.0
[B] 0.0 and 1.0
[C] 0.5 and 1.0
[D] 1.0 and 0.5
Answer: 0.5 and 1.0
(10) Voids ratio of a soil mass can
[A] never be greater than unity
[B] be zero
[C] take any value greater than zero
[D] take values between 0 and 1 only
Answer: take any value greater than zero
(11) Select the correct statement.
[A] Unit weight of dry soil is greater than unit weight of wet soil.
[B] For dry soils, dry unit weight is less than total unit weight.
[C] Unit weight of soil increases due to submergence in water.
[D] Unit weight of soil decreases due to submergence in water.
Answer: Unit weight of soil decreases due to submergence in water.
(12) Valid range for n, the percentage voids, is
[A] 0 < n < 100
[B] 0 < n < 100
[C] n > 0
[D] n < 0
Answer: 0 < n < 100
(13) If the voids of a soil mass are full of air only, the soil is termed as
[A] air entrained soil
[B] partially saturated soil
[C] dry soil
[D] dehydrated soil
Answer: dry soil
(14) soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is
[A] 18.6 kN/m3
[B] 20.0 kN/m3
[C] 22.0 kN/m3
[D] 23.2 kN/m3
Answer: 20.0 kN/m3
(15) Constant head permeameter is used to test permeability of
[A] silt
[B] clay
[C] coarse sand
[D] fine sand
Answer: coarse sand
(16) Valid range for S, the degree of saturation of soil in percentage is
[A] S > 0
[B] S < 0
[C] 0 < S < 100
[D] 0 < S < 100
Answer: 0 < S < 100
(17) A fully saturated soil is said to be
[A] one phase system
[B] two phase system with soil and air
[C] two phase system with soil and water
[D] three phase system
Answer: two phase system with soil and water
(18) Which of the following types of soil is transported by gravitational forces ?
[A] loess
[B] talus
[C] drift
[D] dune sand
Answer: talus
(19) Water content of soil can
[A] never be greater than 100 %
[B] take values only from 0 % to 100 %
[C] be less than 0 %
[D] be greater than 100 %
Answer: be greater than 100 %
(20) Residual soils are formed by
[A] glaciers
[B] wind
[C] water
[D] none of the above
Answer: none of the above

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