Soil Mechanics & Foundation

301) Correlations and design charts are available for sands, relating allowable soil pressure and

Discuss in Comment

cone resistance

302) Total settlement that can be observed for a footing will consist of

Discuss in Comment

all the above

303) The magnitude of the immediate settlement will be generally more in the case of

Discuss in Comment

highly permeable soils

304) It is considered that secondary consolidation in a clayey soils will occur because of the dissipation of

Discuss in Comment

adsorbed water

305) The type of settlement which causes more trouble for the stability of structure is

Discuss in Comment

differential settlement

306) There will be no damage for the structure if the angular distortion is about

Discuss in Comment

1/180

307) The concept of useful width for the determination of bearing capacity is generally used for

Discuss in Comment

Eccentrically loaded footings

308) The immediate settlement in a cohesionless soils can be calculated with the help of

Discuss in Comment

All the above

309) Rapid drawdown is a case when stability analysis is made considering

Discuss in Comment

upstream slope with lowered reservoir level

310) Coefficient of earth pressure at rest is

Discuss in Comment

greater than the active earth pressure coefficient but less than the passive earth pressure coefficient

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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