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Influence of waste glass on concrete strength and permeability during dry-wet cycles

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成果类型:
期刊论文
作者:
Zhang, Xuebing;Quan, Yang;Cao, Guohui;Tang, Shenghua;Ou, Wanji;...
通讯作者:
Xiang, P
作者机构:
[Quan, Yang; Ou, Wanji; Tang, Shenghua; Chen, Baikuang; Wang, Zhichao; Zhang, Xuebing; Cao, Jun; Liu, Luoqing] Xiangtan Univ, Coll Civil Engn, Xiangtan, Hunan, Peoples R China.
[Cao, Guohui] Hunan City Univ, Coll Civil Engn, Yiyang, Hunan, Peoples R China.
[Xiang, Ping; Xiang, P] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.
[Xiang, Ping] Taishan Univ, Sch Civil Engn, Tai An, Shandong, Peoples R China.
通讯机构:
[Xiang, P ] C
Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.
语种:
英文
关键词:
Dry-wet cycles;waste glass;strength;permeability
期刊:
European Journal of Environmental and Civil Engineering
ISSN:
1964-8189
年:
2024
卷:
29
期:
1
页码:
21-42
基金类别:
This research work was financially supported by the National Key Research Program of China (Grant No. 2017YFC0703404), Science Fund for Distinguished Young Scholars of Hunan (Grant No. 2019JJ20029), the Key R&D Program of Hunan Province (Grant Nos. 2018WK2111 and 2018WK2110), the Natural Science Foundation of Hunan Province, China (Grant No. 2019JJ60047), the Innovative Venture Technology Investment Project of Hunan Province (Grant No. 2018GK5028), the Major Program of Science and Technology of the Hunan Province (Grant No. 2017SK1010), Program of Science and Technology of the Hunan Province (2017XK2048), Hunan 100talent plan, Hunan high-level talent plan (Grant No. 420030004), Key Scientific Research Project of Hunan Provincial Department of Education (No. 21A0073), the Key R&D Projects of Hunan Province (No. 2024AQ2018), the 2023 Hunan Province Transportation Science and Technology Progress and Innovation Project (202305), Taishan Program (tsqn202306278), and the Hunan Provincial Natural Science Foundation Project (No. 2024JJ9067).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
A series of experiments were carried out to explore the impact of waste glass on the durability of concrete. In this study, waste glass was incrementally incorporated to replace sand as the fine aggregate in creating 240 concrete specimens, with substitution rates of 0%, 10%, 30%, and 50%. The concrete specimens were subjected to early strength testing on the 3rd and 7th day, followed by evaluation of strength and permeability after curing for 28 days with dry-wet cycles. Furthermore, ultrasonic wave analysis was conducted on the waveform, and...

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