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" The pier must be stable against sliding. The vertical component of the resultant of all forces should not be less than the horizontal component of all forces divided by the coefficient of sliding friction at the base of the pier. The friction coefficient... "
Reclamation Manual: Design and construction, pt. 2. Engineering design ... - Page 108
by United States. Bureau of Reclamation - 1950
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Steel Pipe: A Guide for Design and Installation, Issue 11

American Water Works Association - Science - 2004 - 239 pages
...vertical component of the resultant of all forces should not be less than the horizontal component of all forces divided by the coefficient of sliding friction at the base of the pier. The friction coefficient may vary from 0.35 to 0.65, depending on the underlying material. The...
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