Apr 25, 2011 #1 ooox Structural Joined Jun 22, 2009 Messages 95 Location US Is there a quick rule of thumb for determining a skin friction value into rock in relation to the allowable bearing capacity (for preliminary design purposes)? I've seen an approx value of 6 in previous Geotechnical Reports.
Is there a quick rule of thumb for determining a skin friction value into rock in relation to the allowable bearing capacity (for preliminary design purposes)? I've seen an approx value of 6 in previous Geotechnical Reports.