Soil Mechanics & Foundation

271) The method of slices is applicable to

Discuss in Comment

homogeneous soils

272) Stability of slopes can be increased by

Discuss in Comment

all the above

273) The type of slope failure that can be expected for an infinite slope is

Discuss in Comment

transitional failure

274) Base failure refers to failure surface which

Discuss in Comment

is below the toe of the slope

275) For normally consolidated clay deposits stability analysis of slopes by the following method is appropriate

Discuss in Comment

Swedish circular arc method

276) Wedge shape failure is assumed by

Discuss in Comment

Coulomb

277) The condition in which the failure envelope will not touch the Mohr’s circle is

Discuss in Comment

at rest condition

278) In the case of a backfill with a sloping surface, the total active pressure on the wall of height H acts at

Discuss in Comment

H/ 3 above the base parallel to the sloping surface

279) The minimum settlement that is to be observed for ending the plate load test

Discuss in Comment

25 mm

280) The size of the plate for a plate load test will be

Discuss in Comment

between 0.3 m and 0.75 m

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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