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In  this  paper  a  detailed  analysis  of  breakout  resistance  of  a  horizontally  laid  anchor  plate  in  sandy  soil  is  presented.  To  compute  the  distribution  of  soil  reactive  pressure  on  the  failure surface, Kötter’s equation is employed. The failure surface is assumed to be in the form of a  cone.  An  analytical  expression  for  the  breakout  resistance  is  derived.  Results  are  reported  in  terms  of  the  breakout  factors  and  net  breakout  resistance.  A  comparison  is  made  with  the  available experimental data and theoretical solutions.

Estimation of Uplift Capacity of Horizontal Plate Anchor in Sand