Study and prediction analysis on road performance of basalt fiber permeable concrete

被引:1
作者
Wang, Wenhua [1 ]
Zhu, Jinzhong [1 ]
Cheng, Xiaojun [1 ]
Jiang, Da [1 ]
Shi, Guoqin [1 ]
Chen, Xinghan [1 ]
机构
[1] Changchun Inst Technol, Jilin Prov Key Lab Earthquake Resistance & Hazard, Sch Civil Engn, Changchun 130012, Jilin, Peoples R China
关键词
basalt fiber; pervious concrete; orthogonal experiment; prediction research;
D O I
10.1515/secm-2022-0223
中图分类号
TB33 [复合材料];
学科分类号
摘要
To analyze the influence of basalt fiber on the performance of permeable concrete for road applications, this study focuses on two key performance indicators: compressive strength and permeability coefficient of basalt fiber permeable concrete. Based on orthogonal experimental data, regression prediction equations were established using SPSS software to assess the effects of different fiber parameters on the compressive strength and permeability coefficient. The predicted results were then compared with experimental data. The findings indicate that the average relative error of the predicted values for both performance indicators is within a manageable range of 5%, demonstrating a high prediction accuracy. Using these regression equations, we can examine the variations in the road performance of basalt fiber permeable concrete under different fiber parameter conditions, thereby overcoming the limitations of conducting numerous parameter analysis experiments.
引用
收藏
页数:11
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