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.
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.