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丁选明, 方华强, 刘汉龙, 蒋春勇, 李根峰. 纤维改性珊瑚泥裂隙动态演化规律试验研究[J]. 岩土工程学报, 2023, 45(9): 1801-1812. DOI: 10.11779/CJGE20220653
引用本文: 丁选明, 方华强, 刘汉龙, 蒋春勇, 李根峰. 纤维改性珊瑚泥裂隙动态演化规律试验研究[J]. 岩土工程学报, 2023, 45(9): 1801-1812. DOI: 10.11779/CJGE20220653
DING Xuanming, FANG Huaqiang, LIU Hanlong, JIANG Chunyong, LI Genfeng. Dynamic evolution laws of desiccation cracking of fiber-improved coral silt[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1801-1812. DOI: 10.11779/CJGE20220653
Citation: DING Xuanming, FANG Huaqiang, LIU Hanlong, JIANG Chunyong, LI Genfeng. Dynamic evolution laws of desiccation cracking of fiber-improved coral silt[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1801-1812. DOI: 10.11779/CJGE20220653

纤维改性珊瑚泥裂隙动态演化规律试验研究

Dynamic evolution laws of desiccation cracking of fiber-improved coral silt

  • 摘要: 土体龟裂在自然界中广泛存在,而裂隙的存在极大地劣化了土体的工程性质。岛礁上工程材料缺乏,如何就地取材,利用珊瑚泥这种潜在的工程材料并进行改性,是亟需解决的关键问题。采用PVA纤维对珊瑚泥龟裂特性进行改善,通过龟裂试验,利用图像处理技术,获得了裂隙参数、分形维数、频率分布以及裂隙发育速率的变化规律,从而得出不同纤维掺量下的珊瑚泥裂隙动态演化规律以及纤维加固效果。结果表明:PVA纤维的掺入,提高了土体的整体性能,并起到桥接作用,能在一定程度上阻碍土体的收缩以及抑制土体裂隙的拓展。此外,还得出了纤维加固土体的裂隙开裂判据,以及揭示了珊瑚泥纤维加固机理。这对珊瑚泥的潜在应用价值具有重要意义。

     

    Abstract: The desiccation cracking of soils is a widespread natural phenomenon, the existence of which greatly deteriorates the engineering properties of soils. There is a lack of engineering materials on coral islands. How to use the locally sourced coral silt, a potential engineering material, and improve its engineering performance is a key problem that needs to be solved urgently. The PVA fiber is used to improve the desiccation cracking characteristics of the coral silt. Through the desiccation cracking tests and the image processing technology, the changing laws of crack parameters, fractal dimension, frequency distribution and propagation velocity of the coral silt are obtained. Thus, the dynamic evolution laws of desiccation cracking of the coral silt and the fiber reinforcement effects under different fiber content are obtained. The results show that the incorporation of PVA fibers improves the overall performance of the coral silt and acts as a bridge, which can hinder the shrinkage of the soils and inhibit the expansion of desiccation cracks to a certain extent. The cracking criterion of fiber-reinforced soil is obtained, moreover, the fiber reinforcement mechanism of the coral silt is revealed, which is of great significance to the potential application value of the coral silt.

     

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