University of Minnesota M.S. thesis. August 2019. Major: Civil Engineering. Advisor: Mary Christiansen. 1 computer file (PDF); xiii, 152 pages.This research investigates the use of ternary blends of Portland cement, ground glass and four different fly ashes as a mitigation method for alkali-silica reaction (ASR) in concrete. ASR is the reaction between select reactive aggregates and alkalis in the pore solution of concrete added by the hydration of portland cement. The inclusion of fly ash and waste glass has potential to reduce the deleterious expansive effect of ASR. Testing conducted involves measurement of length change, compressive strength and the fresh mix properties
Alkali silica reaction (ASR) is influenced by external factors such as the surrounding environment o...
Abstract — Alkali silica reaction (ASR) is influenced by external factors such as the surrounding en...
In this study the mitigation influence of incorporating waste glass powder (G) and class F fly ash (...
Graduation date: 2011Alkali-silica reaction (ASR) is one of the leading causes of concrete deteriora...
Use of fly ash by percent replacement of cement by weight is considered as one of the most economica...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
grantor: University of TorontoIt is generally accepted that low-calcium fly ashes (Class F...
A significant portion of recycled glass from municipal waste streams is not found to be suitable for...
grantor: University of TorontoThe effects of silica fume and fly ash on reducing the risk ...
Alkali–silica reaction (ASR) is a swelling reaction that occurs in concrete structures over time bet...
Use of fly ash by percent replacement of cement is considered as one of the most economical and effe...
Mitigation of alkali-silica reaction (ASR) in concrete is essential for durable and sustainable cons...
The use of surplus waste glass in concrete has been avoided on the grounds that it is known to under...
Alkali-Silica Reaction (ASR) is a neutralization reaction that occurs between an acid (silicic acid)...
Alkali¿silica reaction (ASR) is a swelling reaction that occurs in concrete structures over time bet...
Alkali silica reaction (ASR) is influenced by external factors such as the surrounding environment o...
Abstract — Alkali silica reaction (ASR) is influenced by external factors such as the surrounding en...
In this study the mitigation influence of incorporating waste glass powder (G) and class F fly ash (...
Graduation date: 2011Alkali-silica reaction (ASR) is one of the leading causes of concrete deteriora...
Use of fly ash by percent replacement of cement by weight is considered as one of the most economica...
Identifying the susceptibility of an aggregate to alkali-silica reaction (ASR) before using it in co...
grantor: University of TorontoIt is generally accepted that low-calcium fly ashes (Class F...
A significant portion of recycled glass from municipal waste streams is not found to be suitable for...
grantor: University of TorontoThe effects of silica fume and fly ash on reducing the risk ...
Alkali–silica reaction (ASR) is a swelling reaction that occurs in concrete structures over time bet...
Use of fly ash by percent replacement of cement is considered as one of the most economical and effe...
Mitigation of alkali-silica reaction (ASR) in concrete is essential for durable and sustainable cons...
The use of surplus waste glass in concrete has been avoided on the grounds that it is known to under...
Alkali-Silica Reaction (ASR) is a neutralization reaction that occurs between an acid (silicic acid)...
Alkali¿silica reaction (ASR) is a swelling reaction that occurs in concrete structures over time bet...
Alkali silica reaction (ASR) is influenced by external factors such as the surrounding environment o...
Abstract — Alkali silica reaction (ASR) is influenced by external factors such as the surrounding en...
In this study the mitigation influence of incorporating waste glass powder (G) and class F fly ash (...