Soil Mechanics & Foundation

251) The Terzaghi’s bearing capacity factors are functions of

Discuss in Comment

internal friction angle

252) The type of shear failure that can be expected for a loose sand (or) a soft clay is

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punching shear failure

253) The shear failure for which a peak can be observed for the load-settlement curve

Discuss in Comment

general shear failure

254) The resultant passive pressure on the surfaces of the elastic wedge in Terzaghi’s theory consists of

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All the above

255) Terzaghi has suggested mobilized cohesion and mobilized angle of internal friction for

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local shear failure

256) A raft foundation is preferred for

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columns of a building which are closely spaced

257) Using a plate load test, we can determine

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all the above

258) In Rankine’s earth pressure theory, the following assumption is made

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wall face is smooth and vertical

259) When the failure wedge of a soil moves upwards and inwards, it indicates

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passive state

260) Select the correct statement: In Coulomb’s theory

Discuss in Comment

all the above

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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