For general engineering purposes, soils are classified by

Related MCQs

• For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
• Soils containing organic matters
• The change of moisture content of soils, changes the
• Residual soils are formed by
• The consolidation time for soils
• The critical exist gradient of seepage water in soils, increases with
• The plasticity of fine soils may be assessed by means of
• On wetting, cohesive soils,
• Over-consolidation of soils is caused due to
• Soil classification of composite soils, exclusively based on the particle size distribution, is known