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基于正交试验的植生混凝土配合比设计

陈鸣 王婷 徐文波 刘翔 肖成志

河北水利电力学院学报2025,Vol.35Issue(2):42-48,7.
河北水利电力学院学报2025,Vol.35Issue(2):42-48,7.DOI:10.16046/j.cnki.issn2096-5680.2025.02.008

基于正交试验的植生混凝土配合比设计

Orthogonal Test-based Design of Mix Proportions for Plant Concrete

陈鸣 1王婷 1徐文波 1刘翔 2肖成志2

作者信息

  • 1. 天津公路工程设计研究院有限公司 岩土所,天津市河西区围堤道 150 号 200170
  • 2. 河北工业大学 土木与交通学院 土木工程系,天津市北辰区西平道 5340 号 300401
  • 折叠

摘要

Abstract

This study employed the orthogonal test method to investigate the effects of target porosity,water-cement ratio,admixture dosage,and fiber content on the 28d compressive and flexural strengths of vegetation concrete.By using range analysis and multi-factor variance analysis,the optimal levels of each factor were determined.The results indicated that these factors significantly influenced the 28d strengths of vegetation concrete.The optimal mix ratio was found to be:target porosity of 20%,water-cement ratio of 0.28,admixture dosage of 3‰,and fiber content of 2‰.At this mix ratio,the 28-day compressive and flexural strengths of the vegetation concrete reached 18.7 MPa and 4.2 MPa,respectively,while also ex-hibiting good vegetation performance and meeting the required standards for frost resistance.

关键词

植生混凝土/正交试验/配合比设计/植生性能/耐久性

Key words

plant concrete/orthogonal test/design of mix proportion/plant performance/durability

分类

建筑与水利

引用本文复制引用

陈鸣,王婷,徐文波,刘翔,肖成志..基于正交试验的植生混凝土配合比设计[J].河北水利电力学院学报,2025,35(2):42-48,7.

基金项目

国家自然科学基金资助项目(41877255) (41877255)

河北水利电力学院学报

2096-5680

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