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pelelo
Geotechnical
- Aug 10, 2009
- 357
Engineers,
As all you may know PI = LL - PL.
Is is common the fact that someone reported a plastic limit (PL) being greater than Liquid limit (LL)?. I know that automatically, since PL > LL, PI is negative and any software could call it as Non Plastic, but I am not sure if this is ok in this case.
This test was performed on a common clay soil, therefore no special soil type was used.
Please advise.
As all you may know PI = LL - PL.
Is is common the fact that someone reported a plastic limit (PL) being greater than Liquid limit (LL)?. I know that automatically, since PL > LL, PI is negative and any software could call it as Non Plastic, but I am not sure if this is ok in this case.
This test was performed on a common clay soil, therefore no special soil type was used.
Please advise.