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Plasticity of Till Materials

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ONENGINEER

Geotechnical
Oct 13, 2011
284
The glacial till showed some cohesion during handling at site with a natural moisture content of about 9%.

When an atterberg limit test was performed the result showed zero,suggesting that the soil is non-plastic.

Could a cohesive soil show a PL of zero? Thank you.
 
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I guess you mean the Plasticity Index was zero.

Till often has fines that are essentially rock flour. Such well-graded materials to such fine size can show "cohesion" that may not hold up over time, being mostly related to capillarity.

f-d

¡papá gordo ain’t no madre flaca!
 
Yes the actual question was:
"Could a cohesive soil show a PI of zero?" and could a liquid limit test be carried out for these tests?
 
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