Soil Mechanics & Foundation

261) Compared to dry back fill submerged back fill will exert

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more earth pressure

262) If the resultant force at the bottom of retaining wall lies outside the middle third, the failure will be due to

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sliding

263) The structure which derives its stability due to self weight is

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masonry retaining wall

264) For slopes of limited extent, the surface of slippage, is usually along

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circular arc

265) Toe failure is most likely in the case of

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steep slopes

266) When a weak plane exists below the toe, then the probable type of failure that can be expected for the stability of the slope is

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base failure

267) When a weak plane exists above the toe, then the probable type of failure that can be expected for the stability of the slope is

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slope failure

268) The stability number will be zero for

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frictional soils

269) Critical failure surface is the surface along which factor of safety is

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minimum

270) The slope of a soil is greater than the slope of Mohr-Coulomb strength envelope, then the slope will be

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unstable

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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