Soil Mechanics & Foundation

241) Most of the shear tests are done in equipment which are

Discuss in Comment

strain controlled

242) Under reamed piles are generally

Discuss in Comment

bored piles

243) Number of piles required to support a column

Discuss in Comment

3

244) The value of net allowable bearing pressure is

Discuss in Comment

minimum of net safe bearing capacity and net safe settlement pressure

245) The net bearing pressure which can be used for the design of foundations

Discuss in Comment

net allowable bearing pressure

246) The type of shear failure that is expected for a dense sand (or) a stiff clay is

Discuss in Comment

general shear failure

247) The shear failure for which no heave will be observed is

Discuss in Comment

punching shear failure

248) The type of shear failure that can be expected for a cohesionless soil whose angle of internal friction is less than

Discuss in Comment

local shear failure

249) The type of shear failure that can be expected for a soil whose void ratio is less than 0.55 is

Discuss in Comment

general shear failure

250) The type of shear failure that can be expected for a soil whose relative density is less than 35% is

Discuss in Comment

punching shear failure

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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