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    木薯淀粉和草炭协同改良残积红土的生态性能研究

    Synergistic modification of ecological performance of residual lateritic soil with Cassava starch and Peat

    • 摘要: 针对云南地区矿山遗留岩质边坡生态环境脆弱、稳定性差及水土保持能力不足等问题,通过室内试验研发一种生态修复专用基材,旨在提高边坡修复后的力学和生态性能,增强坡面水土保持与植被恢复能力。取云南地区某矿山蚀余红土为基质,选用木薯淀粉、草炭、泥炭、小麦秸秆、锯末及复合肥作为改良材料。通过室内直剪试验、渗透试验、保水试验、抗冲刷试验及植生试验,综合评估配比基材在工程力学性能与生态功能的影响,并利用熵权法优选出诸多配比中的最佳掺量。试验结果表明,木薯显著提高了红土的抗剪强度,3%掺量时,峰值抗剪强度提升最多达18.9%,但在整体基材中这一提升效果于木薯含量为1%最为显著;基材的冲刷率随木薯含量的提升不断降低,最大降幅达93.78%;此外,木薯提升了基材的保水性能,当木薯含量为3%时,基材的保水率达到诸多配比中的峰值28.04%;在渗透性能方面,各类材料协同作用下对比纯红土样本下降了近一个数量级;植生试验显示,草炭含量的增加轻微抑制出苗率,但显著提升植株总生物量,在基材总量为1kg的条件下,平行试验中最高生物量达到12.18g。熵权法表明:B1组(木薯1%,草炭5%)取得最高综合得分0.589。本研究提出的这种改良基材配方能够有效提升矿山边坡的强度性能、保水性能、抗冲刷性能以及植生性能,在矿山边坡复绿、水土保持问题中具有显著的工程应用前景和生态价值。

       

      Abstract: Background In recent decades, rapid mineral resource exploitation in China has severely disrupted surface vegetation, altered hydrogeological structures, and degraded local ecosystems. In mountainous plateau regions such as Yunnan Province, large expanses of bare rock slopes—often in high-rainfall zones—have emerged. These disturbed slopes are highly susceptible to landslides, rockfalls, and severe soil erosion, posing long-term threats to both ecological integrity and human safety. There is an urgent need for eco-friendly, cost-effective restoration materials that can enhance slope stability while promoting ecological recovery. Cassava starch, a renewable biopolymer, and peat, an organic-rich substrate with high water and nutrient retention, show potential for such applications. However, their synergistic effects, particularly in improving lateritic red soils in high-altitude environments, remain poorly understood. Methods In this study, lateritic red soil from a Yunnan mining site was amended with cassava starch, grass peat, peat, wheat straw, sawdust, and compound fertilizer. Laboratory tests—including direct shear, permeability, water retention, erosion resistance, and plant growth experiments were conducted to systematically evaluate the mechanical and ecological performance of various amendment mixtures. The entropy weight method was applied to integrate multiple evaluation indicators and determine the optimal amendment ratio. Results Experimental results indicate that Cassava starch significantly increased soil shear strength, with the highest increase of 18.9% observed at a 3% concentration; however, mix in all materials, the most significant effect was achieved at a cassava content of 1%.Cassava starch also notably decreased soil erosion rates, achieving a reduction from 77.53% in untreated soil to 4.82% at the highest concentration tested. Water retention was enhanced, reaching a maximum rate of 28.04% with increased cassava starch. In terms of permeability, the addition of various materials reduced the permeability coefficient by nearly an order of magnitude compared to the pure lateritic soil sample. Plant growth trials demonstrated that while increased peat content slightly suppressed seed germination, it greatly increased plant biomass, reaching a peak biomass of 12.18g. According to the entropy weight analysis, formulation B1 (1% cassava starch and 5% grass peat) achieved the highest comprehensive performance score. Conclusion The proposed amended substrate effectively enhances the mechanical strength, water-holding capacity, erosion resistance, and vegetation growth of mine slopes. Moreover, it provides an optimal formulation for practical engineering applications, demonstrating significant potential and ecological value for mine slope revegetation and soil and water conservation.

       

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