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contributor authorJason F. Mitchell
contributor authorMichael L. Leming
date accessioned2017-05-08T21:17:02Z
date available2017-05-08T21:17:02Z
date copyrightMay 1998
date issued1998
identifier other%28asce%290899-1561%281998%2910%3A2%28106%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45527
description abstractA quantitative gel fluorescence technique was used to investigate relationships between the extent of alkali silica reactivity (ASR) and properties of concrete cores of varying ages taken from over 20 bridges or pavements in North Carolina. The cores had varying degrees of ASR and were composed of a wide variety of aggregates and cementitious materials. The technique, combining image processing and analysis with a Strategic Highway Research Program qualitative gel fluorescence method, is described and results are discussed. The effects of lamp intensity, thresholding, video averaging, and color based discrimination to differentiate fluorescing areas are reviewed. Preliminary statistical analysis of the technique is presented. While no useful correlation was found between the mechanical properties of cores and the apparent gel content, a strong correlation was found between the percent area of fluorescing material and the log
publisherAmerican Society of Civil Engineers
titleQuantity of Alkali Silica Gel and Its Effect on Concrete Properties
typeJournal Paper
journal volume10
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1998)10:2(106)
treeJournal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 002
contenttypeFulltext


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