Master of Science / Department of Civil Engineering / Kyle Riding / Corrosion of reinforcing steel is one of the most common and serious causes of
reinforced concrete deterioration. While corrosion is normally inhibited by a passive layer that
develops around the reinforcing steel due to the high pH environment of the surrounding
concrete, chlorides will break down this protective layer, leading to reinforcement corrosion.
Decreasing the diffusivity of the concrete would slow the ingress of chlorides into concrete, and
is one of the most economical ways to increase the concrete service life.
Optimized concrete mixtures blending portland cement and supplementary cementing
materials (SCMs) have become popular throughout the construction industry as a method of
improving both fresh and long-term concrete properties such as workability, strength and
porosity. It has been shown that use of Class F fly ash, silica fume and ground granulated blast
furnace slag (GGBFS) in binary concrete mixture blends can result in a significant reduction in
concrete diffusivity. This study investigates the ability of Class C fly ash and ternary concrete
mixture blends to also aid in diffusivity reduction. In order to study the effect of incorporation of
SCMs into concrete, mixtures containing Class C and Class F fly ash, silica fume and GGBFS
were tested following the ASTM C 1556 procedures to measure the concrete’s apparent chloride
diffusivity. Structure life cycles were modeled using the measured apparent chloride
diffusivities with two finite-difference based life-cycle analysis software packages. To
determine whether a correlation between diffusivity and deterioration due to freezing and
thawing exists, samples were also tested for their ability to resist deterioration from freezing and
thawing cycles using a modified ASTM C 666 Procedure B test.
Results show that the use of Class C fly ash yields some service life improvements as
compared to the portland cement control mixtures, while ternary mixture blends performed
significantly better than the control mixture and equal to or better than the binary SCM mixtures
tested. Freeze-thaw tests showed all mixtures to be equally resistant to deterioration due to
freezing and thawing.
| Identifer | oai:union.ndltd.org:KSU/oai:krex.k-state.edu:2097/8784 |
| Date | January 1900 |
| Creators | Beck, Lisa Elanna |
| Publisher | Kansas State University |
| Source Sets | K-State Research Exchange |
| Language | en_US |
| Detected Language | English |
| Type | Thesis |
Page generated in 0.002 seconds