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Coefficient of Friction between SOG and Vapor Retarder

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llaraby

Geotechnical
Joined
Jul 23, 2003
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Location
US
Anyone know a good coefficient of friction value to use for a slab on grade placed directly on a vapor retarder? A source for the value would also be very useful. Thanks.
 
As I recall, either BRAB or PTI says 0.75 to 1. My gut says it's PTI...

[pacman]

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Typically for a sandy soil we would recommend using 0.35 to 0.40. 0.75 seems high for a vapor retarder as I would assume that it would be less than that for granular material.
 
I didn't say that I agreed with the value!
[poke]

Your values look reasonable, and are in the range I would use. But I don't have a published reference for those...

[pacman]

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