1. The ultimate consolidation settlement of a structure resting on a soil
2. The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is
3. The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is
4. In hydrometer analysis for a soil mass
5. In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on
6. Skempton’s pore pressure coefficient B for saturated soil is
7. According to IS classification, the range of silt size particles is
8. If the voids of a soil mass are full of air only, the soil is termed as
9. Highway Research Board (HRB) classification of soils is based on
10. Coarse grained soils are best compacted by a
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