Soil Mechanics & Foundation

151) In the Terzaghi’s theory of one dimensional consolidation it is assumed that

Discuss in Comment

compression is one-dimensional

152) The aim of doubling the pressure each time in the consolidation test is to see that the soil is always

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normally consolidated condition

153) The maximum over consolidation ratio of normally consolidated soil is

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one

154) Consolidation is generally considered to be a function of

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effective stress

155) When a static load is applied, the consolidation is fast in the case of

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sands

156) Square root of time fitting method is used for calculating

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co-efficient of consolidation

157) The co-efficient of compressibility of an over consolidated clay will be

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less than that of a normally consolidated clay

158) Compressibility of a clayey soils will be

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greater than sandy soils

159) In Terzaghi’s theory of one-dimensional consolidation

Discuss in Comment

hydrodynamic lag alone is considered and plastic lag is ignored

160) Direct measurement of permeability of the soil specimen can be made at any stage of loading

Discuss in Comment

fixed ring type consolidometer

Subject Notes

→ Hydraulics → Structural Design-RCC → Irrigation Engineering → Highway Engineering → Engineering Survey → Water supply & sanitary → Soil Mechanics → Mechanics and structure → Construction Management → Building Construction → Estimating and Costing → Engineering Drawing → Building Material → Airport Engineering

Objective Box

→ Airport Engineering → Building Construction → Construction Management → Construction Materials → Engineering Drawing → Engineering Survey → Estimating and Costing → Highway Engineering → Fluid & Hydraulics → Soil Mechanics → Structural Design - RCC → Water Supply and Sanitary → Irrigation Engineering → Mechanics and Structure → Civil MCQ Set 1 → Civil MCQ Set 2 → Civil MCQ Set 3 → Civil MCQ Set 4

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