Bulletin of the Chinese Ceramic Society, Volume. 43, Issue 12, 4398(2024)

Performance of Vegetation-Type Concrete Based on Orthogonal Experimental Method

LIU Ping1... XU Yanping2,*, LIU Fei1, PAN Jian3, and FAN Zhihong2,45 |Show fewer author(s)
Author Affiliations
  • 1The Third Engineering Company of CCCC Fourth Harbor Engineering Co., Ltd., Zhanjiang 524018, China
  • 2CCCC Fourth Harbor Engineering Institute Co., Ltd., Guangzhou 510230, China
  • 3Guangxi Pinglu Canal Construction Co., Ltd., Nanning 530029, China
  • 4Key Laboratory of Construction Materials, CCCC, Guangzhou 510230, China
  • 5Key Laboratory of Harbor & Marine Structure Durability Technology, Ministry of Transport, Guangzhou 510230, China
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    Vegetation-type concrete is a new type of slope protection material that can effectively combine engineering protection and ecological restoration, achieving long-term sustainable ecological slope protection. Based on the orthogonal experimental method, the mix proportion design of slope vegetation-type concrete was carried out using low alkalinity sulfoaluminate cement, and the effects of concrete water cement ratio, aggregate particle size, and surplus cement pastes content on compressive strength, porosity, and pH value were compared. Obtain the optimal mix proportion and conduct vegetation-type concrete laying and plant planting experiments on the slope of the Pinglu Canal based on this foundation. The results show that when the water cement ratio is 0.28, the aggregate particle size is 9.5~19 mm, and the surplus cement pastes content is 7.75, the vegetation-type concrete achieves the best vegetation performance. Choose dogtail grass, bermuda grass, and broadleaf grass for optimal results when planted alone or in combination.

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    LIU Ping, XU Yanping, LIU Fei, PAN Jian, FAN Zhihong. Performance of Vegetation-Type Concrete Based on Orthogonal Experimental Method[J]. Bulletin of the Chinese Ceramic Society, 2024, 43(12): 4398

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    Paper Information

    Category:

    Received: Jun. 28, 2024

    Accepted: Jan. 10, 2025

    Published Online: Jan. 10, 2025

    The Author Email: Yanping XU (xuyanping1@ccccltd.cn)

    DOI:

    CSTR:32186.14.

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