By M. Levitt, Levitt, Mauri Levitt Dr
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Additional resources for Concrete Materials: Problems and Solutions
The repair should be effected when the cracking is at the maximum opening so that the sealant used will generally be under compression. 3 AVOIDANCE Wherever possible, avoid the use of sandwich panels and consider using single-skin cladding. If sandwich panels have to be used they could be designed so that the web-face skin junction is hinged rather than rigid. 12 DELAYED ETTRINGITE FORMATION The problem encountered was more one of trying to find instances of DEF than of DEF causing distress. Time will tell whether DEF is a real problem; at the time of writing this book there is little or no indication of this.
C) Unsightly protrusion of spacer feet or bases in abrasion-blasted finishes. (d) Corrosion rusting, either in lines at the interface between spacer and concrete boundaries or fairly uniformly over the spacer base. (e) A blackened hole of easily removed carbon, giving direct access to the steel. If the steel has suffered a phase change because of the heat, additional deflection may also have occurred. (f) An approximately conical-shaped spall, exposing the spacer base and, generally, the rebar; the rebar has no corrosion on it at the time that spalling took place.
Manufacturers of hydraulically pressed products would be unlikely to use such high PFA loadings, because this would necessitate an unacceptable increase in the pressing time. 1 IDENTIFICATION If this problem is ever found it is likely to be in the form of severe cracking and/or spalling, with visible ettringite-rich white crystalline deposits at the broken face. This is a prediction based upon a single observation in laboratory samples and not from a site. 2 REMEDIAL Not enough experience is available to address this point.
Concrete Materials: Problems and Solutions by M. Levitt, Levitt, Mauri Levitt Dr