Nov 24, 2015 #1 steve7498 Geotechnical Joined May 15, 2015 Messages 2 Location GB As for the Rankine method (where the active failure plane behind the wall = 45+phi/2), can someone please explain to me (or at least point me in the right direction) how you would derive the failure plane angle for the Coulomb method?
As for the Rankine method (where the active failure plane behind the wall = 45+phi/2), can someone please explain to me (or at least point me in the right direction) how you would derive the failure plane angle for the Coulomb method?
Nov 25, 2015 #2 Doctormo Geotechnical Joined Jul 20, 2011 Messages 150 Location US NCMA Design Manual or Keystone Walls Design Manual You should be able to find one on internet. It is a monster formula. If you wanted to "derive" it then have fun with math. Upvote 0 Downvote
NCMA Design Manual or Keystone Walls Design Manual You should be able to find one on internet. It is a monster formula. If you wanted to "derive" it then have fun with math.
Dec 5, 2015 #3 killswitchengage Geotechnical Joined Jan 5, 2015 Messages 364 Location DZ I should point out that active earth pressure angle is 45-phi/2 Upvote 0 Downvote
Dec 7, 2015 #4 PEinc Geotechnical Joined Dec 2, 2002 Messages 4,088 Location US It depends on whether you measure for from the vertical or horizontal. http://www.PeirceEngineering.com Upvote 0 Downvote
It depends on whether you measure for from the vertical or horizontal. http://www.PeirceEngineering.com