Soil Mechanics & Foundation

311) For the full active pressure to reach in case of dense sands, the horizontal strain that is required is

Discuss in Comment

less than 0.5%

312) Main difference between Terzaghi and Meyerhof’s theories is based on

Discuss in Comment

shear strength of soil above the base of the footing

313) The factors which are responsible for land slides are

Discuss in Comment

all the above

314) Shallow footing is one whose depth is

Discuss in Comment

less than the width

315) Which of the following requires the greatest deformation?

Discuss in Comment

local shear failure

316) The value of factor of safety adopted in foundation design is

Discuss in Comment

2.5 to 3.00

317) Raising of water table in shallow foundations, near foundation level

Discuss in Comment

increases and then decreases bearing capacity

318) The compression of the soil because of expulsion of gases and due to re-arrangement of particles is called as

Discuss in Comment

All the above

319) According to IS code, the permissible values of total settlement in case of isolated footings on clayeys and sands are

Discuss in Comment

65 mm and 40 mm

320) According to IS code, the permissible values of total settlements of rafts on clays and sands are

Discuss in Comment

100 mm and 65 mm

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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