161) The change in the thickness of a soil sample may be due to

Answer Discuss in Comment

all the above

162) The time required for the completion of consolidation for a thin soil sample when compared with that of a thick soil sample will be

Answer Discuss in Comment

less

163) The time required for full dissipation of pore water pressure will depend on

Answer Discuss in Comment

both thickness and co-efficient of permeability only

164) As the value of drainage path increases the time required for, consolidation will

Answer Discuss in Comment

increase

165) When compared to deformation of thin soil sample because of consolidation, the deformation of thick soil sample will be

Answer Discuss in Comment

166) Compression of soils occurs rapidly if voids are occupied by

Answer Discuss in Comment

air

167) If consolidation experiments are conducted on two soil samples of the same soil but having different thickness (thick and thin) then the deformations will be higher in

Answer Discuss in Comment

thick

168) The compressibility of a field deposit is

Answer Discuss in Comment

greater than that shown by a laboratory sample

169) Mathematically speaking, the time taken for 100% consolidation is

Answer Discuss in Comment

infinite

170) Cut back bitumen refers to bitumen

Answer Discuss in Comment

mixed with a solvent

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Soil Mechanics & Foundation

161) The change in the thickness of a soil sample may be due to

162) The time required for the completion of consolidation for a thin soil sample when compared with that of a thick soil sample will be

163) The time required for full dissipation of pore water pressure will depend on

164) As the value of drainage path increases the time required for, consolidation will

165) When compared to deformation of thin soil sample because of consolidation, the deformation of thick soil sample will be

166) Compression of soils occurs rapidly if voids are occupied by

167) If consolidation experiments are conducted on two soil samples of the same soil but having different thickness (thick and thin) then the deformations will be higher in

168) The compressibility of a field deposit is

169) Mathematically speaking, the time taken for 100% consolidation is

170) Cut back bitumen refers to bitumen

Subject Notes

Objective Box

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Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

Soil Mechanics & Foundation

161) The change in the thickness of a soil sample may be due to

162) The time required for the completion of consolidation for a thin soil sample when compared with that of a thick soil sample will be

163) The time required for full dissipation of pore water pressure will depend on

164) As the value of drainage path increases the time required for, consolidation will

165) When compared to deformation of thin soil sample because of consolidation, the deformation of thick soil sample will be

166) Compression of soils occurs rapidly if voids are occupied by

167) If consolidation experiments are conducted on two soil samples of the same soil but having different thickness (thick and thin) then the deformations will be higher in

168) The compressibility of a field deposit is

169) Mathematically speaking, the time taken for 100% consolidation is

170) Cut back bitumen refers to bitumen

Subject Notes

Objective Box

PSC ADVERTISEMENT

Your Reaction

Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

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