生态纤维改良砂质黏土干缩裂隙试验研究

Experimental study on ecological fiber improvement of drying shrinkage cracks in sandy clay

  • 摘要: 砂质黏土保水性较弱,在蒸发作用下容易发生显著的干缩裂隙,加剧了其边坡的降水入渗,容易导致失稳。为了研究不同生态纤维对砂质黏土干缩裂隙的抑制作用,通过图像处理技术,分别对黄麻纤维、稻杆纤维改良作用下砂质黏土的水分蒸发、表面裂隙发展、演变和结构形态进行定量分析。研究结果表明:生态纤维与土颗粒有较强的黏结性,可通过延缓土体水分蒸发和加筋作用,有效抑制砂质黏土的干缩裂隙,且随着纤维掺量的增加,抑制干缩裂隙的效果增强;在0.6%(质量分数)的掺量下,黄麻纤维和稻杆纤维的改良效果最为显著,裂隙率分别下降了30.6%和23.8%,平均裂隙宽度分别下降了66.64%和70.86%。黄麻纤维、稻杆纤维的改良方法,为砂质黏土填筑工程的干缩裂隙治理提供了新思路和理论依据。

     

    Abstract: Sandy clay has poor water retention capacity and is prone to significant drying shrinkage cracks under evaporation, which exacerbate rainfall infiltration on slopes, increasing the risk of instability. This study investigates the inhibitory effects of different eco-fibers on drying shrinkage cracks in sandy clay. Using image processing techniques, the effects of jute fiber and rice straw fiber on water evaporation, crack development, evolution, and structural morphology of sandy clay were quantitatively analyzed. Results show that eco-fibers exhibit strong adhesion with soil particles and can effectively suppress drying shrinkage cracks in sandy clay by delaying water evaporation and reinforcing the soil. The inhibitory effects improve with increasing fiber content. At a fiber content of 0.6% (by mass), jute fiber and rice straw fiber demonstrated the most significant improvement, reducing crack ratios by 30.6% and 23.8%, respectively, and average crack widths by 66.64% and 70.86%, respectively. The use of jute and rice straw fibers provides novel approaches and theoretical support for addressing drying shrinkage cracks in sandy clay fill engineering.

     

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