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contributor authorZhiyong Liu
contributor authorSen Gao
contributor authorJiapei Wang
contributor authorYuncheng Wang
contributor authorCheng Liu
contributor authorYunsheng Zhang
contributor authorJinyang Jiang
date accessioned2022-02-01T22:06:19Z
date available2022-02-01T22:06:19Z
date issued12/1/2021
identifier other%28ASCE%29MT.1943-5533.0003959.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272621
description abstractThe aim of this research is to investigate the sorptivity and capillary coefficient in unsaturated concrete using the capillary water absorption experiment. The effects of water-binder ratio, fly ash content, and aggregate content on the water absorption performance in concrete are compared. The decrease of water-binder ratio, aggregate content, and the increase of the initial degree of water saturation can lead to a decrease in the water absorption ability. With the increase of fly ash content, the water absorption ability first decreases and then increases; the 40% fly ash content had the worst water absorption ability. To forecast the water transport process, an unsaturated flow theory was used to predict the water content distribution in concrete during transport, this theory can well reveal the water distribution in concrete during water transport and the law of water content distribution is consistent with that of the water absorption experimental.
publisherASCE
titleExperimental and Simulation Study of Water Absorption in Unsaturated Concrete
typeJournal Paper
journal volume33
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003959
journal fristpage04021332-1
journal lastpage04021332-9
page9
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 012
contenttypeFulltext


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