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Fresh Cement as a Frictional Non-Brownian Suspension

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DataCite Commons2024-03-20 更新2024-07-13 收录
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https://datashare.ed.ac.uk/handle/10283/8740
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Cement is an essential construction material due to its ability to flow before later setting, however the rheological properties must be tightly controlled. Despite this, much understanding remains empirical. Using a combination of continuous and oscillatory shear flow, we compare fresh Portland cement suspensions to previous measurements on model non-Brownian suspensions to gain a micro-physical understanding. Comparing steady and small-amplitude oscillatory shear, we reveal two distinct jamming concentrations, ϕμ and ϕrcp, where the respective yield stresses diverge. As in model suspensions, the steady-shear jamming point is notably below the oscillatory jamming point, ϕμ<ϕrcp, suggesting that it is tied to frictional particle contacts. These results indicate that recently established models for the rheology of frictional, adhesive non-Brownian suspensions can be applied to fresh cement pastes, offering a new framework to understand the role of additives and fillers. Such micro-physical understanding can guide formulation changes to improve performance and reduce environmental impact. This dataset accompanies the article "Fresh Cement as a Frictional Non-Brownian Suspension" by James A. Richards, Hao Li, Rory E. O'Neill, Fraser H. J. Laidlaw and John R. Royer.
提供机构:
University of Edinburgh. School of Physics and Astronomy. Institute of Condensed Matter and Complex Systems
创建时间:
2024-03-20
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