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植物生长混凝土孔隙率与强度的影响因素

Influencing Factors of Porosity and Strength of Plant-Growing Concrete.

作者信息

Cai Jiashi, Shen Chunying, Ye Ming, Huang Siyang, He Jinxing, Cui Ding

机构信息

Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China.

Sinohydro Bureau 6 Co., Ltd., Shenyang 110169, China.

出版信息

Materials (Basel). 2023 Dec 20;17(1):31. doi: 10.3390/ma17010031.

Abstract

A standardized preparation process is proposed in this study for achieving optimal strength and vegetative properties in vegetated concrete, using Yunnan red soil as a growth substrate for plants. The porosity of vegetated concrete is a crucial factor influencing plant growth, while compressive strength is a significant mechanical property. To assess the strength and porosity of vegetated concrete, different design porosities (22%, 24%, 26%, 28%) and cement-to-aggregate ratios (4, 5, 6, 7) were utilized in the preparation of vegetated concrete samples. The shell-making and static-pressure-molding methods were optimized for specimen preparation. Analyzing the stress-strain full curve characteristics of vegetation-type concrete under different influencing factors, an in-depth investigation into its failure mechanism was conducted. It was determined that the design porosity and cement content significantly impact the concrete's performance, particularly in terms of 30-day compressive strength and effective porosity. Furthermore, an increase in the fly ash ratio led to an increase in porosity and a decrease in compressive strength, providing a certain guidance for optimizing concrete performance. Comparative analysis through vegetation experiments revealed that black rye grass exhibited favorable growth adaptability compared to other grass species.

摘要

本研究提出了一种标准化制备工艺,以云南红土为植物生长基质,在植被混凝土中实现最佳强度和植被性能。植被混凝土的孔隙率是影响植物生长的关键因素,而抗压强度是一项重要的力学性能。为评估植被混凝土的强度和孔隙率,在制备植被混凝土样品时采用了不同的设计孔隙率(22%、24%、26%、28%)和水泥与骨料比(4、5、6、7)。对制壳法和静压成型法进行了优化以制备试件。通过分析不同影响因素下植被型混凝土的应力-应变全曲线特征,对其破坏机理进行了深入研究。结果表明,设计孔隙率和水泥含量对混凝土性能有显著影响,尤其是在30天抗压强度和有效孔隙率方面。此外,粉煤灰掺量增加导致孔隙率增大和抗压强度降低,为优化混凝土性能提供了一定指导。通过植被实验进行的对比分析表明,与其他草种相比,黑麦草表现出良好的生长适应性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/69d6/10779908/8cbb40a43624/materials-17-00031-g001.jpg

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