Soil Mechanics & Foundation

221) Select the incorrect statement.

Discuss in Comment

The failure envelope of over consolidated clays passes through the origin

222) In the triaxial test, the intermediate principal stress will be equal to

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Average of major and minor principal stresses

223) The stress-strain curve of an over consolidated clay is similar to that of

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dense sands

224) The ultimate strength of loose and dense sand samples which are consolidated to the same value of effective stress will be

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none

225) In a consolidated drained test on a normally consolidated clayey soils, the volume of the soil during the shearing will

Discuss in Comment

can't say

226) Select the correct statement.

Discuss in Comment

All the above

227) The shear strength of sands with the following shape will be more

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flat particles

228) The stress-strain curve of normal consolidated clay is similar to that of

Discuss in Comment

silts

229) Select the incorrect statement.

Discuss in Comment

The interlocking effect increases with an increase in the density

230) Select the correct statement.

Discuss in Comment

When compared to triaxial test, direct shear test is a slow test

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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