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contributor authorJingbin Zhang
contributor authorChongshi Hu
contributor authorDejian Shen
contributor authorYijun Feng
contributor authorGuoxuan Han
contributor authorXuehui An
date accessioned2024-12-24T10:39:04Z
date available2024-12-24T10:39:04Z
date copyright9/1/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-17847.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299310
description abstractThe accumulation of phosphogypsum (PG) has become a significant environmental and economic challenge, making PG reuse an urgent concern. This study aims to explore the potential of combining PG with steel slag (SS), ground granulated blast-furnace slag (GGBS), and cement clinker (CC) to create excessive-sulfate phosphogypsum slag cement (EPSC) for use in self-compacting concrete (SCC). However, residual acid and other impurities in PG can significantly slow down the setting time of EPSC. To optimize the setting time, different methods including wet grinding, washing, and the addition of pure gypsum, limestone powder (LP), and aluminum cement (AC) are used. Results show that the wet grinding method and washing method remove soluble phosphorus impurities and reduce fluorine ion levels by 64%. However, nonsoluble impurities that cannot be removed by wet grinding and washing continue to affect EPSC’s setting time. Furthermore, the addition of LP shortens the setting time, but not enough. Using a 3% dosage of AC successfully reduces the setting time to a satisfactory level and EPSC SCC with a 28-day strength greater than 40 MPa is produced using the paste rheological threshold method.
publisherAmerican Society of Civil Engineers
titleSetting Time Optimization of Excessive-Sulfate Phosphogypsum Slag Cement for Self-Compacting Concrete Based on a Paste Rheological Threshold Theory
typeJournal Article
journal volume36
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-17847
journal fristpage04024285-1
journal lastpage04024285-10
page10
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009
contenttypeFulltext


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