Micropiles Design 101 - Structural Engineers
AASHTO Driven Unfilled with increase for unlikely damage ACI with LF = 1.55 FHWA Micropiles AASHTO Caisson CODE 0.25 0.25 0.40 86.2 13.8 0.33 0.33 JAMP 0.59 0.59 324.5 0.59 0.59 AASHTO Driven Concrete Filled NO increase for unlikely damage 2006 IBC: 0.33f’c, 0.4fy (max 32ksi) compression: 0.6fy tension AASHTO LRFD Design
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