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IS: 2720 (Part 5) - 1985
The test is based on the relationship between moisture content and the
penetration of the cone into the soil sample. The moisture content at a
given depth of penetration of the cone is taken as the liquid limit. As an
inferential test, empirical correlations have been developed to assess the
shear strength of soils at liquid limit.
- Reduces operator error
- Applicable to a wide range of soils
- Gives reproducible test results
- Provides direct measurement of penetration