Cai Jiashi, Shen Chunying, Ye Ming, Huang Siyang, He Jinxing, Cui Ding
Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China.
Sinohydro Bureau 6 Co., Ltd., Shenyang 110169, China.
Materials (Basel). 2023 Dec 20;17(1):31. doi: 10.3390/ma17010031.
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.
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。