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roads stabilizations

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Jhoel0630

Civil/Environmental
Joined
Apr 16, 2024
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7
Location
BO
Hi, I made a laboratory test stabilization with lime, but my plasticity index increased, can someone tell me why this could happen?. I use slaked lime or hydrated lime. Thanks
 
It cant increase based on soil/lime chemistry. Your Plastic limit increases but your PI should reduce not increase
 
Well, that is exactily my problem and question, the plasticity index increase,not the other way around.....
 
I would send your CLAY to a few different labs to check, its minerology and parameters. I woudl ask them to do a mix lime and then redo atterbergs. I would do to the lab and witness the test yourself also. Something weird is going on
 
Does the soil have a large sulfate (could be as gypsum) content??
 
Even that shouldnt make a difference emm.
 
maybe could be the content of sulfate, I Am reading it right now. Thanks
 
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