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玄武岩纤维改性磷石膏种植混凝土性能研究

Study on the Properties of Basalt Fiber-Modified Phosphogypsum Planting Concrete.

作者信息

Zhang Weihao, Zhou Xiaoyan, Liu Menglu, Yuan Peng, Liu Zhao, Shen Chen, Hao Mingwang, Zhang Fengchen, Chu Hongqiang

机构信息

China Yangtze Power Co., Ltd., Yibin 644612, China.

College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.

出版信息

Materials (Basel). 2025 Jul 8;18(14):3209. doi: 10.3390/ma18143209.

Abstract

Planting concrete exhibits notable advantages, including effective reduction of waterborne pollutants, significant ecological restoration capacity, and alignment with principles of green and sustainable development. As a result, it has been increasingly utilized in slope protection and infrastructure construction. In this study, phosphogypsum-based planting concrete was modified using basalt fibers to enhance its mechanical and permeability-related properties. A series of laboratory tests was conducted to evaluate compressive strength, porosity, and sand permeability. The results indicated that the incorporation of basalt fibers effectively improved the compressive strength of the phosphogypsum planting concrete, with longer fibers (18 mm) contributing to a more pronounced enhancement than shorter fibers (6 mm). Moreover, an increase in fiber content led to a gradual decrease in porosity. The addition of basalt fibers also reduced both sand permeability and the water permeability coefficient. Meanwhile, specimens containing 6 mm fibers exhibited a greater reduction in permeability than those with 18 mm fibers. Furthermore, higher fiber content was found to significantly enhance the water retention capacity of the concrete. These findings provide a theoretical basis for the design and optimization of fiber-reinforced planting concrete for ecological engineering applications.

摘要

植生混凝土具有显著优势,包括有效减少水体污染物、强大的生态修复能力以及符合绿色可持续发展原则。因此,它在边坡防护和基础设施建设中得到了越来越广泛的应用。在本研究中,采用玄武岩纤维对磷石膏基植生混凝土进行改性,以提高其力学性能和与渗透性相关的性能。进行了一系列实验室测试,以评估抗压强度、孔隙率和砂渗透率。结果表明,掺入玄武岩纤维有效地提高了磷石膏植生混凝土的抗压强度,较长的纤维(18毫米)比较短的纤维(6毫米)对强度增强的作用更显著。此外,纤维含量的增加导致孔隙率逐渐降低。玄武岩纤维的添加还降低了砂渗透率和透水系数。同时,含6毫米纤维的试件的渗透率降低幅度比含18毫米纤维的试件更大。此外,发现较高的纤维含量能显著提高混凝土的保水能力。这些研究结果为生态工程应用中纤维增强植生混凝土的设计和优化提供了理论依据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e4da/12298832/2462710c4a11/materials-18-03209-g001.jpg

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