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    植被混凝土护坡基材植物长势及其生物力学特征试验研究

    Experimental Study on the Plant Growth and Biomechanical Characteristics of the Slope Protection Substrate

    • 摘要: 为探究不同配比植被混凝土边坡防护基材植物的长势、根茎抗拉拔特征及根土体抗剪强度特征,选取水泥与稻草纤维各4种掺量进行基材室内草本植物种植试验。试验结果表明:增加水泥掺量会抑制紫花苜蓿长势,植株高度、根长和茎粗普遍减小,稻草纤维掺量增加可以促进紫花苜蓿植物的长势;随水泥掺量增加,紫花苜蓿生物量先增后减,水泥掺量7%时植物生物量达到最大值;随水泥掺量增加紫花苜蓿植物抗拉拔力逐渐减小,随稻草纤维掺量增加紫花苜蓿植物根茎抗拉力与抗拔力均先增后减(2%掺量时最大),其中2%、4%稻草纤维,5%、7%和9%水泥掺量基材植物根茎抗拉力与抗拔力明显高于其他配比基材;根土体剪应力随水泥掺量增加先增大后减小,基材7%水泥掺量时剪切应力达到最大值。该研究结果可为进一步探讨养生初期植物根系与护坡基材的相互作用机制与植被混凝土基材性能优化提供参考。

       

      Abstract: In order to study the plant growth, pull-out resistance and shear strength of root-soil composite of vegetation concrete slope protection substrates with different proportions, four levels for each of cement and straw fibers were selected to carry out indoor herbaceous plant planting experiments. The results showed that the alfalfa growth was inhibited by increasing cement content, plant height, root length and stem diameter generally decreased, while the increase of straw content could promote the growth of alfalfa. With the increase of cement content, the biomass of Alfalfa increased first and then decreased, and the biomass of substrates reached the maximum at 7% cement content. The pull-out resistance of Alfalfa rhizome decreases gradually with the increase of straw content. The The tensile resistance and pulling resistance of Alfalfa rhizome increases first and then decreases (2% is the highest), of which 2%, 4% is straw, 5%, 7% and 9% cement content is the substrates. The tensile pulling resistance of Alfalfa rhizome are obviously higher than those of other proportions; the shear stress of root soil increases first and then decreases with the increase of straw content. The shear stress reaches the maximum when the content of straw is 7% cement. The results of this study might provide a reference for further exploring the interaction mechanism between plant roots and soil and for optimizing the performance of vegetation concrete substrates.

       

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