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Internal Angle of Friction 2

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tclat

Structural
Joined
Oct 28, 2008
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109
Location
US
When designing a retaining wall with a single sized gravel (say 1/2" or 3/4") backfill, what would be the recommended internal angle of friction. Would 36 degrees be reasonable?

Thanks
 
Somewhere between 35 and 40 degrees, depending on particle shape.
 
and don't forget density...(please don't anyone use the phrase "self compacting")

gravel or crushed aggregate? some may read these terms differently even though i'm pretty sure i know what you are referring to.
 
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