Show simple item record

contributor authorRoberto Felicetti
date accessioned2017-05-08T21:53:40Z
date available2017-05-08T21:53:40Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29is%2E1943-555x%2E0000078.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65633
description abstractThe assessment of concrete cover deterioration generally involves the analysis of cores taken from the structure. Nonetheless, monitoring the drilling operation is itself a way to scan the material condition at increasing depth, which comes at no extra cost once the acquisition of samples has been planned. As an example, the feed rate of the cutting tool proved to be a sensitive indicator of the local damage undergone by the structure. On the other hand, hammer drilling small holes is definitely a faster and less invasive alternative for determining the variability of the mechanical properties within the concrete cover. Although this method does not provide an undisturbed material sample, the visual inspection of the remaining hole (voids, delamination cracks, and color changes) and the analysis of the ground-concrete powder (chemo-physical analyses) proved to be a viable alternative to the traditional examination of cores.
publisherAmerican Society of Civil Engineers
titleAssessment of Deteriorated Concrete Cover by Combined While-Drilling Techniques
typeJournal Paper
journal volume18
journal issue1
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000049
treeJournal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record