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Sensitivity of clays

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killswitchengage

Geotechnical
Joined
Jan 5, 2015
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364
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DZ
Hello,
i am just wondering , do you guys calculate the Sr sensitivity in any given project or only for important ones ?
 
What's the difference between a regular project and an important one?
 
If I do a vane test I certainly do the remoulded Su for a measure of the sensitivity. The question, though, is if you don't do the vane test, how to you measure the sensitivity? And, in line with Ron, if I can measure the sensitivity as part of teh investigation, it would go on all reports.
 
similar to BigH, the only time i ever calculate a sensitivity ratio is following measuring an Su in a shear vane test (e.g. 100 kPa) and then a remoulded shear vane (30kPa) and then dividing one by the other. so in this example, Sr=0.3 or 30%. I guess you could get a sensitivity during a triaxial test too
 
my apologies - in my example i should have said Sr=100kPa/30kPa = 3.33
 
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