Civil Engineering :: Soil Mechanics and Foundation
- The ultimate consolidation settlement of a structure resting on a soil
- The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is
- The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is
- In hydrometer analysis for a soil mass
- In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on
- Skempton’s pore pressure coefficient B for saturated soil is
- According to IS classification, the range of silt size particles is
- If the voids of a soil mass are full of air only, the soil is termed as
- Highway Research Board (HRB) classification of soils is based on
- Coarse grained soils are best compacted by a
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A.
both meniscus correction and dispersing agent correction are additive |
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B.
both meniscus correction and dispersing agent correction are subtractive |
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C.
meniscus correction is additive and dispersing agent correction is subtractive |
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D.
meniscus correction is subtractive and dispersing agent correction is additive |