基于丝状真菌生长的砂土加固技术研究

    Study on Sand Stabilization Technology Based on the Growth of Filamentous Fungi

    • 摘要: 极端天气频发导致浅层土体侵蚀加剧,严重威胁沿海与岛礁地区工程结构的稳定性与安全性。本文提出一种基于丝状真菌和麦麸的砂土加固技术,通过单因素与响应面法优化菌丝生长条件,并利用不排水剪切试验、崩解试验和浸出毒性测试评估加固土的力学特性、水稳定性及环境影响。试验发现,温度在养护初期对菌丝生长具有显著影响,营养液浓度在后期作用更为突出,而含水率在整个养护周期内均表现出显著影响。基于满意度函数方法,确定菌丝加固土的最优养护条件为温度25 ℃、含水率10 %、营养液浓度10 mg/L。与未加固试样相比,菌丝加固土的峰值强度与弹性模量的最大提升幅度分别为78.8%和369.2%。加固土的水稳性显著提升,浸泡14天的崩解率为零,且浸出液对环境影响较小。试验结果验证了基于丝状真菌生长的砂土加固技术在浅层土体加固和岸坡防护等工程中具备应用潜力。

       

      Abstract: A sand stabilization technology was proposed using filamentous fungi and wheat bran. The growth conditions of fungal mycelium were optimized through single-factor experiments and response surface methodology, while the water stability and environmental impact of the reinforced soil were evaluated using disintegration and leachate toxicity tests. Experimental results revealed that temperature was found to have a significant influence on fungal growth during the early curing stage, while nutrient solution concentration played a more prominent role during the later stages. In contrast, moisture content exerted a consistent and significant effect throughout the entire curing process. Based on the desirability function method, the optimal curing conditions for fungal-reinforced soil were determined to be a temperature of 25 °C, moisture content of 10%, and nutrient solution concentration of 10 mg/L. Compared to untreated samples, the incorporation of fungal mycelium resulted in maximum increases of 78.8% in peak strength and 369.2% in elastic modulus. The reinforced sand also exhibited significantly improved water stability, with a disintegration ratio of zero after 14 days of immersion and minimal environmental impact from the leachate. The experimental results confirm that the sand reinforcement technique based on filamentous fungal growth holds practical potential for applications in shallow soil stabilization and coastal slope protection.

       

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