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混合变量对碱激发矿渣胶凝材料耐久性的影响。

Effect of Mixture Variables on Durability for Alkali-Activated Slag Cementitious.

作者信息

Hung Chi-Che, Wu Yuan-Chieh, Lin Wei-Ting, Chang Jiang-Jhy, Yeih Wei-Chung

机构信息

Institute of Nuclear Energy Research, Atomic Energy Council, Taoyuan 325, Taiwan.

Department of Civil Engineering, National ILan University, Yilan 260, Taiwan.

出版信息

Materials (Basel). 2018 Nov 12;11(11):2252. doi: 10.3390/ma11112252.

DOI:10.3390/ma11112252
PMID:30424554
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6265918/
Abstract

In this study, the influence of three mixture variables named Sand/Aggregate ratio, Liquid/Binder ratio, and Paste/Aggregate ratio on the cementitious properties were studied. The durability of cementitious including absorption, absorption rate, resistivity, rapid chloride permeability index, and carbonation rate were examined. Results showed that the alkali-activated slag cementitious has superior durability. The trends of influences on the composites properties for these three mixture variables are similar to those for the ordinary Portland cement concrete. It means that the experiences for making the ordinary Portland cement concrete should be able to be used for the alkali-activated slag cementitious. This paper also provides a lot of data for the alkali-activated slag cementitious for future development of the mix design.

摘要

在本研究中,研究了砂/集料比、液/胶凝材料比和浆体/集料比这三个混合变量对胶凝材料性能的影响。考察了胶凝材料的耐久性,包括吸水率、吸水速率、电阻率、快速氯离子渗透指数和碳化速率。结果表明,碱激发矿渣胶凝材料具有优异的耐久性。这三个混合变量对复合材料性能的影响趋势与普通硅酸盐水泥混凝土相似。这意味着制备普通硅酸盐水泥混凝土的经验应该能够用于碱激发矿渣胶凝材料。本文还为碱激发矿渣胶凝材料的配合比设计未来发展提供了大量数据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/0ba38105fc65/materials-11-02252-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/a1f7c02f683a/materials-11-02252-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/3317e3819f82/materials-11-02252-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/8874315b82a9/materials-11-02252-g003a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/ecbdd4ae74f4/materials-11-02252-g004a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/41bf46586914/materials-11-02252-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/b3a1c73626fc/materials-11-02252-g006a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/2b0b41535347/materials-11-02252-g007a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/6e8f3e5b7cbf/materials-11-02252-g008a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/bbef40f9e61b/materials-11-02252-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/0ba38105fc65/materials-11-02252-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/a1f7c02f683a/materials-11-02252-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/3317e3819f82/materials-11-02252-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/8874315b82a9/materials-11-02252-g003a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/ecbdd4ae74f4/materials-11-02252-g004a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/41bf46586914/materials-11-02252-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/b3a1c73626fc/materials-11-02252-g006a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/2b0b41535347/materials-11-02252-g007a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/6e8f3e5b7cbf/materials-11-02252-g008a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/bbef40f9e61b/materials-11-02252-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e809/6265918/0ba38105fc65/materials-11-02252-g010.jpg

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本文引用的文献

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Evaluation of morphology and size of cracks of the Interfacial Transition Zone (ITZ) in concrete containing fly ash (FA).含粉煤灰(FA)混凝土中界面过渡区(ITZ)裂缝的形态与尺寸评估。
J Hazard Mater. 2018 Sep 5;357:298-304. doi: 10.1016/j.jhazmat.2018.06.016. Epub 2018 Jun 7.
2
Generalized Fracture Toughness and Compressive Strength of Sustainable Concrete Including Low Calcium Fly Ash.包含低钙粉煤灰的可持续混凝土的广义断裂韧性和抗压强度
Materials (Basel). 2017 Dec 6;10(12):1393. doi: 10.3390/ma10121393.