Definition: Losing of shear strength due to oscillatory motion is known as liquefaction of sand.
Susceptible Soils: Soil most susceptible to liquefaction is saturated fine and medium sand of uniform particle size.
Effect of liquefaction: Structure resting on such soil sinks into soil. In case of partial liquefaction the structure may undergo excessive settlement and the complete failure may not occur.
Critical void ratio: The void ratio at which with an increase in strain void ratio does not change is known as critical void ratio.
If a sand initially is at critical void ratio, there will be practically no change in volume with increase in shear strain.
Mechanism of Liquefaction: When such sand deposit classified above, have a void ratio greater then critical void ratio and subjected to sudden shearing stress, these decrease in volume and pore pressure u' increases. The soil momentarily liquefies and behaves as dense fluid.
Precaution: Extreme care should be taken while constructing a structure on such a soils. If the deposit are compacted to void ratio smaller then critical void ratio, the chances of liquefaction are reduced.