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    基于黏结-滑移理论的植物根系固土抗拔力学机制研究

    • 摘要: 植物根系固土被广泛应用在水土保持中,但其固土抗拔力学机理尚不清楚。为探究根系在土壤中的锚固机理、建立定量化力学表征模型,指导生态修复工程,本研究以黄土高原典型草本植物紫花苜蓿为对象,对种植40d的苜蓿草本进行原状根土复合体的单株拉拔试验,识别根系破坏模式,分析拔出过程与植物根系特征,并基于钢筋混凝土界面黏结-滑移理论,建立分段式拉拔破坏模型,通过试验标定模型参数并进行独立样本验证。结果表明:(1)根系破坏可分为单峰滑移型、双峰(或多峰)波动型及陡降断裂型三类典型模式,其中单峰滑移破坏为根系抗拔的主要破坏模式;(2)根系最大拉拔力、最大拉拔应力、等效弹性模型等特征值均与地径呈正相关关系;最大应力对应位移、残余应力对应位移与地径没有显著相关性;形状参数n反应根-土界面的延性特性,n越小,延性越好,本研究证实n存在最优范围;(3)基于Popovics理论构建的根系抗拔力学模型拟合效果良好,83.3%的独立样品决定系数 R²≥0.6。该研究能够较好地表征根系从弹性变形、界面软化至最终拔出的全过程力学响应,其成果为定量分析根系锚固机理及预测其力学行为提供了新的理论框架。

       

      Abstract: The application of plant root systems for soil reinforcement is widely used in soil and water conservation; however, the mechanical mechanisms underlying root anchorage and pull-out resistance remain insufficiently understood. To investigate the anchorage mechanisms of roots in soil and to establish a quantitative mechanical characterization model for guiding ecological restoration engineering, this study focused on the typical herbaceous species <italic>Medicago sativa</italic> (alfalfa) in Loess Plateau. Single-plant pull-out tests were conducted on undisturbed root-soil composites of alfalfa cultivated for 40 days to identify root failure modes, analyze the pull-out process and root system characteristics, and develop a segmented pull-out failure model based on the bond-slip theory of reinforced concrete interfaces. Model parameters were calibrated through experiments and validated using independent samples. The results indicated that: (1) root failure could be categorized into three typical modes: single-peak slip mode, double-peak (or multi-peak) fluctuation mode, and abrupt fracture mode, with single-peak slip failure mode being the predominant mode of root pull-out resistance; (2) characteristic values such as maximum pullout force, maximum pullout stress, and equivalent elastic modulus exhibited positive correlations with root ground diameter, while the displacements corresponding to maximum stress and residual stress showed no significant correlation with root ground diameter; the shape parameter <italic>n</italic> reflected the ductility characteristics of the root-soil interface, with smaller n indicating greater ductility, and this study confirmed the existence of an optimal range for n; (3) the root pull-out mechanical model based on Popovics theory demonstrated good fitting performance, with 83.3% of independent samples achieving a goodness-of-fit <italic>R2</italic>≥ 0.6. This study effectively characterizes the full-process mechanical response of roots from elastic deformation and interface softening to final pull-out, providing a new theoretical framework for quantitatively analyzing root anchorage mechanisms and predicting their mechanical behavior.

       

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