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contributor authorHongjian Du
contributor authorSze Dai Pang
date accessioned2022-01-31T23:39:45Z
date available2022-01-31T23:39:45Z
date issued8/1/2021
identifier other%28ASCE%29MT.1943-5533.0003822.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270123
description abstractNanosilica has been proven able to strengthen the early-age performance of high-volume fly ash (HVFA) cementitious composites. However, the long-term influence of nanosilica on HVFA composites is yet unclear. This research aimed to investigate the long-term microstructures, strength, durability and volume stability of HVFA mortars incorporating nanosilica. In this study, nanosilica was added to cement mortar where 50% of the binder was fly ash. At the age of 2 years, despite some fly ash particles remaining incompletely hydrated, the benefits of nanosilica could still be retained in HVFA mixtures. The experiments revealed that a 2% nanosilica addition could increase the compressive strength of HVFA mortar by 50% and reduce the water sorptivity, chloride-ion penetration, and drying shrinkage by 80%, 90%, and 13%, respectively. The improvements on the various measurements are attributed to the reduced porosity and refined pore size by nanosilica.
publisherASCE
titleLong-Term Influence of Nanosilica on the Microstructures, Strength, and Durability of High-Volume Fly Ash Mortar
typeJournal Paper
journal volume33
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003822
journal fristpage04021185-1
journal lastpage04021185-9
page9
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 008
contenttypeFulltext


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