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新型泡沫植被混凝土的制备与性能研究

Preparation and Performance Study of Novel Foam Vegetation Concrete.

作者信息

Zhang Teng, Li Tianbin, Xu Hua, Wang Mengyun, Lu Lingling

机构信息

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China.

出版信息

Materials (Basel). 2024 Dec 23;17(24):6295. doi: 10.3390/ma17246295.

Abstract

Vegetation concrete is one of the most widely used substrates in ecological slope protection, but its practical application often limits the growth and nutrient uptake of plant roots due to consolidation problems, which affects the effectiveness of slope protection. This paper proposed the use of a plant protein foaming agent as a porous modifier to create a porous, lightweight treatment for vegetation concrete. Physical performance tests, direct shear tests, plant growth tests, and scanning electron microscopy experiments were conducted to compare and analyze the physical, mechanical, microscopic characteristics, and phyto-capabilities of differently treated vegetation concrete. The results showed that the higher the foam content, the more significant the porous and lightweight properties of the vegetation concrete. When the foam volume was 50%, the porosity increased by 106.05% compared to the untreated sample, while the volume weight decreased by 20.53%. The shear strength, cohesion, and internal friction angle of vegetation concrete all showed a decreasing trend with increasing foaming agent content. grew best under the 30% foaming agent treatment, with germinative energy, germinative percentage, plant height, root length, and underground biomass increasing by 6.31%, 13.22%, 8.57%, 18.71%, and 34.62%, respectively, compared to the untreated sample. The scanning electron microscope observation showed that the pore structure of vegetation concrete was optimized after foam incorporation. Adding plant protein foaming agents to modify the pore structure of vegetation concrete is appropriate, with an optimal foam volume ratio of 20-30%. This study provides new insights and references for slope ecological restoration engineering.

摘要

植被混凝土是生态护坡中应用最广泛的基材之一,但其实际应用往往因固结问题限制植物根系的生长和养分吸收,影响护坡效果。本文提出使用植物蛋白发泡剂作为多孔改性剂,对植被混凝土进行多孔轻质化处理。通过物理性能试验、直剪试验、植物生长试验和扫描电子显微镜试验,对不同处理的植被混凝土的物理、力学、微观特性及植物性能进行比较分析。结果表明,发泡剂掺量越高,植被混凝土的多孔轻质特性越显著。当泡沫体积为50%时,与未处理试样相比,孔隙率提高了106.05%,容重降低了20.53%。植被混凝土的抗剪强度、黏聚力和内摩擦角均随发泡剂掺量的增加呈下降趋势。在发泡剂掺量为30%的处理下植物生长最好,与未处理试样相比,发芽势、发芽率、株高、根长和地下生物量分别提高了6.31%、13.22%、8.57%、18.71%和34.62%。扫描电子显微镜观察表明,掺入泡沫后植被混凝土的孔隙结构得到优化。添加植物蛋白发泡剂对植被混凝土孔隙结构进行改性是合适的,最佳泡沫体积比为20%-30%。该研究为边坡生态修复工程提供了新的思路和参考。

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