Mar 12, 2009 #1 tclat Structural Joined Oct 28, 2008 Messages 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
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
Mar 12, 2009 #2 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Somewhere between 35 and 40 degrees, depending on particle shape. Upvote 0 Downvote
Mar 12, 2009 #3 msucog Civil/Environmental Joined Feb 7, 2007 Messages 1,044 Location US 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. Upvote 0 Downvote
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.
Mar 16, 2009 2 #4 Mccoy Geotechnical Joined Nov 9, 2000 Messages 907 Location IT A very good source for friction angles and their upper and lower bounds is the following paper from Mike duncan: http://cee.ucla.edu/news/Duncan_Friction Angles.pdf Upvote 0 Downvote
A very good source for friction angles and their upper and lower bounds is the following paper from Mike duncan: http://cee.ucla.edu/news/Duncan_Friction Angles.pdf