Shrinkage behavior of high-strength concrete subjected to accerlerated curing and volume to surface area ratio
"This research study investigated the shrinkage behavior of High-strength Concrete (HSC) subjected to accelerated curing and volume to surface area (V/SA) ratio. In addition, the effects of accelerated curing temperature, water-crementitious (w/cm) ratio, fly ash replacement of cement level and surface sealant were also studied."--Abstract, page iii.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri--Rolla
xx, 261 pages
© 2003 Ishwor Kumar Gurung, All rights reserved.
Thesis - Citation
High strength concrete
Concrete -- Expansion and contraction
Concrete -- Curing
Print OCLC #
Link to Catalog Record
Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.http://merlin.lib.umsystem.edu/record=b5090573~S5
Gurung, Ishwor, "Shrinkage behavior of high-strength concrete subjected to accerlerated curing and volume to surface area ratio" (2003). Masters Theses. 2469.
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