CIVIL SNAPS – GEOTECHNICAL ENGINEERING

CIVIL SNAPSGEOTECHNICAL ENGINEERING

 

ย  Critical void ratioย ย 

  • At large strains both initially loose and initially dense sand attain nearly the same void ratio at which further strain will not produce any volume changes. Such a void ratio is usually referred to as the critical void ratio
  • Sands with initial void ratio greater than critical value will tend to decrease in volume during shearing, while sands with initial void ratio less than critical will tend to increase in volume

 

 

CIVIL SNAPS – GEOTECHNICAL ENGINEERING

 

 

 

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