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Unformatted text preview: AXIAL LOAD, P u ~-SHAn DIAMETER CAN VARY WIDELY, B REINfORCING STEEL (FREQUENTLY REQUIRED BY DESIGN) I SIDE RESISTANCE, Q s PAD OR TOE BELL ANGLE--TYPICALLY 45 -6cf BELL OR UNDERREAM SIZE VARIES-NO LARGER 1 1 THAN THREE nMES SHAn L __---=-I-=::=1c::;:=::;::::::2--L DIAMETER AT BASE ttttt-t-f-[ ~:JJlo~R SHAn BASE RESISTANCE, Q T (END BEARING) BASE DIAMETER, B b ~ design/construction goal is to utilize the full strength of the soil/rock...
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This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.
- Fall '08