In a liquid limit test, using cone penetrometer, the following readings are recorded. Plastic Limit test Weight of wet soil+container= 22.12g Weight of dry soil+container=21.42g Weight of container = 13.07g Natural water content test Weight of wet soil+container= 17.53g Weight of dry soil+container=14.84g Weight of container = 7.84g A.Compute the liquid limit B.Compute the plastic limit C.Compute the natural water content D.Compute the plasticity index E.Compute the liquidity index F.Compute the consistency index 7. Define the consistency of the soil based on the liquidity index
In a liquid limit test, using cone penetrometer, the following readings are recorded. Plastic Limit test Weight of wet soil+container= 22.12g Weight of dry soil+container=21.42g Weight of container = 13.07g Natural water content test Weight of wet soil+container= 17.53g Weight of dry soil+container=14.84g Weight of container = 7.84g A.Compute the liquid limit B.Compute the plastic limit C.Compute the natural water content D.Compute the plasticity index E.Compute the liquidity index F.Compute the consistency index 7. Define the consistency of the soil based on the liquidity index
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In a liquid limit test, using cone penetrometer, the following readings are recorded.
Plastic Limit test
Weight of wet soil+container= 22.12g
Weight of dry soil+container=21.42g
Weight of container = 13.07g
Natural water content test
Weight of wet soil+container= 17.53g
Weight of dry soil+container=14.84g
Weight of container = 7.84g
A.Compute the liquid limit
B.Compute the plastic limit
C.Compute the natural water content
D.Compute the plasticity index
E.Compute the liquidity index
F.Compute the consistency index
7. Define the consistency of the soil based on the liquidity index
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