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