Inorganic soils with low compressibility are represented by

Related MCQs

• Compressibility of sandy soils is
• For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
• The coefficient of compressibility of soil, is the ratio of
• If the coefficients of volume change and compressibility of a soil sample are 6.75 × 10-2 and 3 × 10-2 respectively, the void ratio of the soil sample, is
• Coefficient of compressibility is
• The compressibility of clays is caused due to:
• The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is
• Soils containing organic matters
• The change of moisture content of soils, changes the
• Residual soils are formed by