291) The resultant active earth pressure in the case of Coulomb’s theory will act at a height of

Answer Discuss in Comment

H/ 3 above the base of the wall

292) If a slope represents the boundary surface of a semi-infinite soil mass inclined to the horizontal and the soil properties for all identical depths below the surface are constant, it is called as

Answer Discuss in Comment

Infinite slope

293) A plane inclined at an angle (l) to the horizontal at which the soil is expected to stay without sliding

Answer Discuss in Comment

repose line

294) For a base failure of a slope, depth factor (D) is

Answer Discuss in Comment

295) Berms are used to

Answer Discuss in Comment

increase factor of safety

296) Stability analysis shall be made considering

Answer Discuss in Comment

effective stresses

297) Based on pore pressure the critical stage at which the stability of the embankment should be checked is

Answer Discuss in Comment

all the above

298) Factor of safety of embankments shall be

Answer Discuss in Comment

at least 1.5

299) For foundation at shallow depth, Terzaghi assumed that at failure

Answer Discuss in Comment

failure surface terminates at base level of foundation

300) For (t) 0 case, N value according to Terzaghi is

Answer Discuss in Comment

5.7

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Soil Mechanics & Foundation

291) The resultant active earth pressure in the case of Coulomb’s theory will act at a height of

292) If a slope represents the boundary surface of a semi-infinite soil mass inclined to the horizontal and the soil properties for all identical depths below the surface are constant, it is called as

293) A plane inclined at an angle (l) to the horizontal at which the soil is expected to stay without sliding

294) For a base failure of a slope, depth factor (D) is

295) Berms are used to

296) Stability analysis shall be made considering

297) Based on pore pressure the critical stage at which the stability of the embankment should be checked is

298) Factor of safety of embankments shall be

299) For foundation at shallow depth, Terzaghi assumed that at failure

300) For (t) 0 case, N value according to Terzaghi is

Subject Notes

Objective Box

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

Soil Mechanics & Foundation

291) The resultant active earth pressure in the case of Coulomb’s theory will act at a height of

292) If a slope represents the boundary surface of a semi-infinite soil mass inclined to the horizontal and the soil properties for all identical depths below the surface are constant, it is called as

293) A plane inclined at an angle (l) to the horizontal at which the soil is expected to stay without sliding

294) For a base failure of a slope, depth factor (D) is

295) Berms are used to

296) Stability analysis shall be made considering

297) Based on pore pressure the critical stage at which the stability of the embankment should be checked is

298) Factor of safety of embankments shall be

299) For foundation at shallow depth, Terzaghi assumed that at failure

300) For (t) 0 case, N value according to Terzaghi is

Subject Notes

Objective Box

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Your Reaction

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