植物-MICP加筋加固土体的适生-抗崩解试验与协同优化方法

    Plant-MICP Reinforced Soil: Adaptability-Slaking Resistance Experiments with Collaborative Optimization

    • 摘要: 微生物诱导碳酸钙沉淀(MICP)技术因其优异的胶结特性与环境兼容性,在边坡生态修复工程中极具应用潜力。然而,MICP固化土存在植物适生性差、配比设计缺乏系统性评价指标等问题。为此,开展了基于植物适生性与土体抗侵蚀性的多变量正交试验。选取植物种类、胶结液浓度、菌液OD值、前期育龄、压实干密度及初始含水率为关键因子,以植物存活率与试样崩解率为评价指标,采用逼近理想解排序法(TOPSIS)对MICP生态护坡基材进行综合评价。结果表明:各因子对综合性能的敏感度依次为植物种类>初始含水率>前期育龄>压实干密度>胶结液浓度>菌液OD值,其中植物种类与水土环境因子的极差显著高于其他变量。当采用黑麦草、初始含水率20%、前期育龄10d、压实干密度1.5g/cm³、胶结液浓度0.1mol/L、菌液OD值1.0时,综合贴近度(Ci)最大(0.7469),试样呈现优异的耐崩解特性。适宜的MICP处理可在保证植物根系呼吸与生长的同时,诱导生成方解石晶体,与根系网络形成“生物-矿物”协同加筋结构,显著提升土体水理稳定性。本研究提出的试验与协同优化方法可为微生物矿化技术在生态护坡工程中的参数优选提供参考。

       

      Abstract: Microbially induced carbonate precipitation (MICP) technology shows great potential for ecological slope restoration due to its excellent cementation and environmental compatibility. However, MICP-treated soil often suffers from poor plant adaptability and lacks systematic evaluation indices for mix design. To address these issues, a multivariate orthogonal experiment was conducted based on plant adaptability and soil erosion resistance. Key factors including plant species, cementation solution concentration, bacterial OD value, pre-cultivation period, compacted dry density, and initial moisture content were selected. Plant survival rate and sample disintegration rate were taken as evaluation indicators, and the TOPSIS method was adopted for comprehensive assessment. The results show that the sensitivity of the factors to the overall performance follows the order: plant species &gt; initial moisture content &gt; pre-cultivation period &gt; compacted dry density &gt; cementation concentration &gt; bacterial OD value. The optimal combination (ryegrass, 20% initial moisture content, 10 d pre-cultivation, 1.5 g/cm³ dry density, 0.1 mol/L cementation solution, OD=1.0) achieves the highest relative closeness ( <italic>C</italic>i=0.7469) and excellent slaking resistance. Appropriate MICP treatment not only ensures root respiration and growth, but also induces calcite crystals to form a “bio-mineral” synergistic reinforcement with the root network, significantly improving soil hydro-stability. The experimental and collaborative optimization method proposed in this study can provide a reference for parameter selection in MICP-based ecological slope protection projects.

       

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