Effect of Tunnel Debris on Concrete Durability

被引:0
作者
Wang, Jiliang [3 ]
Feng, Lixia [1 ]
Wang, Zhongtao [2 ]
Zhang, Jun [2 ]
Yu, Yongyan [3 ]
机构
[1] shijiazhuang Traff Survey & Design Inst, Shijiazhuang 050071, Hebei, Peoples R China
[2] Inner Mongolia High Grade Highway Construct & Dev, Hohhot 010010, Peoples R China
[3] Minist Transport, Res Inst Highway, Beijing 100088, Peoples R China
来源
2019 5TH INTERNATIONAL CONFERENCE ON GREEN POWER, MATERIALS AND MANUFACTURING TECHNOLOGY AND APPLICATIONS (GPMMTA 2019) | 2019年 / 2185卷
关键词
tunnel debris; gneiss; limestone; concrete; durability;
D O I
10.1063/1.5137868
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Tunnel debris used as coarse aggregate in concrete can reduce the amount of disposal effectively. And can ease the insufficient sand and stone. This study compared the effects of coarse aggregate on the durability of concrete from gneiss and limestone scrap. (1) C50 concrete prepared from gneiss gravel and limestone gravel has no significant difference in its antifreeze properties. That is, the lithology of the coarse aggregate does not affect the frost resistance of the concrete. (2) Concrete prepared from gneiss gravel and limestone gravel has no significant difference in the corrosion resistance of chloride ions. That is, the lithology of the coarse aggregate does not affect the corrosion resistance of the concrete. (3) Concrete prepared from gneiss gravel and from limestone gravel have little relationship with the crushing value of coarse aggregate, when the antifreeze properties and corrosion resistance of chloride ions are studied.
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页数:4
相关论文
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