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contributor authorDebora Berti
contributor authorGiovanna Biscontin
contributor authorJeffrey Lau
date accessioned2022-02-01T22:04:01Z
date available2022-02-01T22:04:01Z
date issued10/1/2021
identifier other%28ASCE%29MT.1943-5533.0003885.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272545
description abstractLaboratory tests demonstrated that biochar filler added to portland cement stabilized peat results in an increase of unconfined compressive strength comparable with that of a sand filler. The strength increase is significantly higher when biochar is ground to a size below 75 μm. This study investigated the changes in mineralogy, texture, and microstructure during the early hydration of cement mixed with peat and biochar filler to identify the mechanisms responsible for the strength increase. The results show that the biochar surface catalyzes nucleation of hydration products. Labile carbon in biochar promotes carbonation, with precipitation of calcite within its cells and on its surface, as well as formation of hemi and monocarboaluminate, two stable calcium aluminate hydrate (AFm) phases. For larger fragments of biochar, early hydration products do not reach the inner cells. Instead, the fine fragments tend to be fully covered, leading to a more homogeneous spatial distribution of cement and voids.
publisherASCE
titleEffect of Biochar Filler on the Hydration Products and Microstructure in Portland Cement–Stabilized Peat
typeJournal Paper
journal volume33
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003885
journal fristpage04021263-1
journal lastpage04021263-10
page10
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010
contenttypeFulltext


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