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M

Mr. Dubey • 100.64K Points
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Q. 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

  • (A) 0.01
  • (B) 0.02
  • (C) 0.05
  • (D) 0.001
  • Correct Answer - Option(A)
  • Views: 452
  • Filed under category Geotechnical Engineering
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