Quantitative Effects of Mixture Parameters on Alkali-Activated Binder-Based Ultra-High Strength Concrete at Ambient and Elevated Temperatures-Reference-Cited by-同舟云学术

Quantitative Effects of Mixture Parameters on Alkali-Activated Binder-Based Ultra-High Strength Concrete at Ambient and Elevated Temperatures

Published:2022-01-07 Issue:1 Volume:20 Page:1-17
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Liu Jin-Cheng¹,Chen Zhijian¹,Cai Rongjin¹,Ye Hailong¹

Affiliation:

1. Department of Civil Engineering, The University of Hong Kong, Pokfulam, Hong Kong, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/20/1/20_1/_pdf

Reference45 articles.

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2. 2) Ambily, P. S., Ravisankar, K., Umarani, C., Dattatreya, J. K. and Iyer, N. R., (2014). “Development of ultra-high-performance geopolymer concrete.” Magazine of Concrete Research, 66(2), 82-89.

3. 3) Arora, A., Almujaddidi, A., Kianmofrad, F., Mobasher, B. and Neithalath, N., (2019). “Material design of economical ultra-high performance concrete (UHPC) and evaluation of their properties.” Cement and Concrete Composites, 104, Article ID 103346.

4. 4) ASTM, (2013). “Standard test method for density, absorption, and voids in hardened concrete (ASTM C642-13).” West Conshohocken Pennsylvania: ASTM International.

5. 5) ASTM, (2020). “Standard test method for flow of hydraulic cement mortar, (ASTM C1437-20).” West Conshohocken Pennsylvania: ASTM International.

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