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双荚决明不同弯曲程度单根抗拉变形特性

Tensile deformation characteristics of single root with different curvature of Cassia bicapsularis

  • 摘要: 在西南喀斯特地区, 植物根系大多以弯曲形态存在。弯曲根力学特性的研究有助于揭示根系固土机制。为探究不同弯曲程度根系固土的力学性能, 揭示其固土护坡机理, 以5年生边坡绿化树种双荚决明为研究对象, 采用单根拉伸试验, 探讨弯曲根抗拉变形特性。结果表明: 1)双荚决明不同弯曲程度根系的抗拉力和抗拉强度均表现为顺直根>微弯曲根>弯曲根, 极限延伸率为弯曲根(29.26 %)>微弯曲根(21.15 %)>顺直根(12.14 %); 2)双夹决明弯曲根抗拉变形过程复杂多样, 呈前置段、弹性变形、塑性变形、屈服和撕裂5个阶段, 较顺直根多一个前置阶段, 应力范围为0.3~5.7 MPa, 且弯曲根在弹性变形阶段呈“下凹型”, 表现出弯曲根系固土护坡的缓冲性; 3)弯曲根的初始受力位移与弯曲程度呈正相关关系, 表现为弯曲根受力变形时比顺直根多分担一部分土压力。这部分力的大小直接受弯曲程度影响。双荚决明弯曲根的抗拉变形过程与顺直根有较大差异, 且表现出较顺直根更优的护坡特性。本研究结果为弯曲根固土力学性能评价提供参考意义。

     

    Abstract:
    Background Plant soil fixation is mainly achieved through the roots to fix the soil, plant roots cross and entangle in the soil to formed "reinforcement" and "anchoring" to enhancing soil strength. Under the highly heterogeneous topographic and geomorphological conditions of Karst areas, most of the roots exist in the form of curved or even spiraling, and the morphology is different, thus the difference between the tensile characteristics of curved roots and straight roots needs to be further explored.
    Methods In order to explore the mechanical properties of root systems with different degrees of curvature, the 5-year slope greening tree species Cassia bicapsularis was taken as the research object, the roots was classified into three diameter levels of 1-2, 2-3 and 3-4 mm, and according to the curvature, the roots was classified as straight root, slightly curved root and curved root. Finally, the roots was made into a specimen with a gauge distance of 100 mm, and a single tensile test was used to explore the tensile deformation characteristics of curved root.
    Results 1) The tensile force and tensile strength of the roots of C. bicapsularis with different curvature were shown as straight roots>slightly curved roots>curved roots, and the ultimate elongation was curved root (29.26 %)>slightly curved roots (21.15 %)>straight roots (12.14 %). 2)The tensile deformation process of the C. bicapsularis curved roots was complex and diverse. According to the shape of stress-strain curve, the curves were divided into single peak type and multi-peak type, the roots deformed in different ways to resist external forces, including elastic deformation, plastic deformation, yielding and root skin tearing. In the stress-strain curve, curved roots was more than one pre-positioning stage compared with straight roots, and the stress range was 0.3-5.7 MPa. In addition, the curved roots was "concave type" in the elastic deformation stage, while the straight roots was "convex type", showing the buffering of the slope protection of the curved roots. 3) The initial force displacement of the curved roots was positively correlated with the curvature. Curved roots shared a portion of the soil pressure more than straight roots during force deformation, and the magnitude of the force was directly affected by the curvature.
    Conclusions In this study, the tensile deformation process of the curved roots of C. bicapsularis is quite different from the straight roots. The curved roots is conducive to the occlusion of the root-soil complex to enhance the strength of the root-soil complex, when shallow landslides occur, the curved roots of C. bicapsularis have a superior slope protection capacity than straight roots. The results of this study provide reference significance for the evaluation of mechanical properties of curved roots.

     

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