Soil Mechanics & Foundation

331) The process by which a mass of saturated soil is caused by external forces to suddenly lose its shear strength and to behave as a fluid is called

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liquefaction

332) Undisturbed soil samples are required for conducting

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consolidation test

333) In consolidatioh testing, curve fitting method is used to determine

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coefficient of consolidation

334) The correct increasing order of the surface areas of the given soils is

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sand, silt, clay, colloids

335) The unit weight of a soil at zero air voids depends on:

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all the above

336) A shallow foundation is defined as a foundation which

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has a depth of embedment less than its width

337) Lime stabilisation is very effective in treating

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plastic clayey soils

338) Mechanical stabilization of soil is done with the help of

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proper grading

339) A combined footing is generally used when

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number of columns is two and they are spaced close to each other

340) Base failure of a finite slope

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occurs when the soil below the toe is relatively soft and weak

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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