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Anchor bolt sleeve - pretensioning

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In its section on anchor bolt with sleeves, the ASCE booklet "Wind Loads and Anchor bolt design for petrochemical facilities" recommends breaking the bond (by wrapping a tape) between the bolt and the concrete between the bottom of the sleeve and up to 1" above the bolt head. This is claimed to prevent loss of bolt pretension.

How many of you follow the above specification? I use standard sleeve and do not specify breaking the bond as recommended in ASCE. Are there any recorded cases of foundation failures which resulted from loss of bolt pretension?