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ORCID
https://orcid.org/0000-0002-7128-4253
Access Type
Open Access Thesis
Document Type
thesis
Embargo Period
2-6-2023
Degree Program
Civil Engineering
Degree Type
Master of Science in Civil Engineering (M.S.C.E.)
Year Degree Awarded
2023
Month Degree Awarded
February
Abstract
Scaling tests aim to induce scaling behavior in concrete specimens similar to environmental conditions. The efficacy of laboratory tests’ ability to match environmental conditions is important to be able to evaluate the durability of concrete exposed to freeze-thaw cycles and de-icers. This study attempts to correlate results between two existing scaling test standards, ASTM C672 and the BNQ NQ 2621-900. The correlation is done via scaling evaluation including computer-based photogrammetric analysis, visual ratings, and cumulative mass loss measurements. Then a correlation between the laboratory testing and in-situ sidewalk panel specimens is made via visual ratings.
DOI
https://doi.org/10.7275/33083473
First Advisor
Professor Kara Peterman
Second Advisor
Professor Sergio Breña
Recommended Citation
Shea, Brian R., "CORRELATION BETWEEN LABORATORY TESTING RESULTS AND IN-SITU SIDEWALK SCALING" (2023). Masters Theses. 1274.
https://doi.org/10.7275/33083473
https://scholarworks.umass.edu/masters_theses_2/1274