CIVIL SNAPS - GEOTECHNICAL ENGINEERING

CIVIL SNAPS – GEOTECHNICAL ENGINEERING

  Critical void ratio  

• 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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