281) The permissible value of tension for soil when the footings are subjected to both compression and bending is

Answer Discuss in Comment

zero

282) The deformations of soils under a strip footing are

Answer Discuss in Comment

two dimensional

283) The deformations of soils under a circular or square footing are

Answer Discuss in Comment

three dimensional

284) According to Terzaghi’s theory, the value of the ultimate bearing capacity for a strip footing which is at the ground surface on a purely cohesive soil is

Answer Discuss in Comment

5.14 c

285) In a cohesionless soil, the settlement of a 30 cm plate in a plate load test is 2 cm, then the settlement of square footing of 90 cm side under the same load intensity will be

Answer Discuss in Comment

4.5 cm

286) The seating load that will be generally applied in a plate load test is

Answer Discuss in Comment

7 kN/m2

287) In the plate load test, the load will be applied in the increments of

Answer Discuss in Comment

20% of estimated safe load (or) 10% of estimated ultimate load

288) For full passive resistance to develop in case of dense sands, the horizontal strain that is required is

Answer Discuss in Comment

about 2%

289) Distribution of earth pressure with depth is

Answer Discuss in Comment

hydrostatic

290) Select the incorrect statement: In Coulomb’s theory

Answer Discuss in Comment

none of the above

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Soil Mechanics & Foundation

281) The permissible value of tension for soil when the footings are subjected to both compression and bending is

282) The deformations of soils under a strip footing are

283) The deformations of soils under a circular or square footing are

284) According to Terzaghi’s theory, the value of the ultimate bearing capacity for a strip footing which is at the ground surface on a purely cohesive soil is

285) In a cohesionless soil, the settlement of a 30 cm plate in a plate load test is 2 cm, then the settlement of square footing of 90 cm side under the same load intensity will be

286) The seating load that will be generally applied in a plate load test is

287) In the plate load test, the load will be applied in the increments of

288) For full passive resistance to develop in case of dense sands, the horizontal strain that is required is

289) Distribution of earth pressure with depth is

290) Select the incorrect statement: In Coulomb’s theory

Subject Notes

Objective Box

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Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

Soil Mechanics & Foundation

281) The permissible value of tension for soil when the footings are subjected to both compression and bending is

282) The deformations of soils under a strip footing are

283) The deformations of soils under a circular or square footing are

284) According to Terzaghi’s theory, the value of the ultimate bearing capacity for a strip footing which is at the ground surface on a purely cohesive soil is

285) In a cohesionless soil, the settlement of a 30 cm plate in a plate load test is 2 cm, then the settlement of square footing of 90 cm side under the same load intensity will be

286) The seating load that will be generally applied in a plate load test is

287) In the plate load test, the load will be applied in the increments of

288) For full passive resistance to develop in case of dense sands, the horizontal strain that is required is

289) Distribution of earth pressure with depth is

290) Select the incorrect statement: In Coulomb’s theory

Subject Notes

Objective Box

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Your Reaction

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