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乔木种植方式对护坡效果影响试验研究

姜彤 黄坤 薛雷 李龙飞 丁昊 王昊宇

姜彤, 黄坤, 薛雷, 李龙飞, 丁昊, 王昊宇. 乔木种植方式对护坡效果影响试验研究[J]. 地质科技通报, 2022, 41(6): 233-241. doi: 10.19509/j.cnki.dzkq.2022.0225
引用本文: 姜彤, 黄坤, 薛雷, 李龙飞, 丁昊, 王昊宇. 乔木种植方式对护坡效果影响试验研究[J]. 地质科技通报, 2022, 41(6): 233-241. doi: 10.19509/j.cnki.dzkq.2022.0225
Jiang Tong, Huang Kun, Xue Lei, Li Longfei, Ding Hao, Wang Haoyu. Experiment study on the effect of arbor species planting on slope protection effect[J]. Bulletin of Geological Science and Technology, 2022, 41(6): 233-241. doi: 10.19509/j.cnki.dzkq.2022.0225
Citation: Jiang Tong, Huang Kun, Xue Lei, Li Longfei, Ding Hao, Wang Haoyu. Experiment study on the effect of arbor species planting on slope protection effect[J]. Bulletin of Geological Science and Technology, 2022, 41(6): 233-241. doi: 10.19509/j.cnki.dzkq.2022.0225

乔木种植方式对护坡效果影响试验研究

doi: 10.19509/j.cnki.dzkq.2022.0225
基金项目: 

国家自然科学基金重大项目 42090052

中国科学院A类战略性先导科技专项 XDA23090402

详细信息
    作者简介:

    姜彤(1973-), 男, 教授, 主要从事岩土工程及滑坡灾害失稳机理方面的研究。E-mail: jiangtong@ncwu.edu.cn

    通讯作者:

    薛雷(1983-), 男, 副研究员, 主要从事崩滑灾害失稳机理及其预测方面的研究。E-mail: xuelei@mail.iggcas.ac.cn

  • 中图分类号: TU413.6+2

Experiment study on the effect of arbor species planting on slope protection effect

  • 摘要:

    近年来, 植被护坡作为一种生态友好型支护方式越来越多地被应用到斜坡支护工程中, 故如何科学地种植植被以充分发挥其护坡效果具有重要的研究意义。为此, 以乔木为研究对象, 结合3D打印技术制备乔木根系模型, 通过自行设计的滑坡模型试验系统, 开展了系统物理模型试验, 对3种根系排布方式与3种根系间距下乔木的护坡效果进行了研究。结果表明: ①在乔木根系支护下, 抗滑力峰值增大, 达到峰值的时间延长, 峰后抗滑力衰减程度降低。②对抗滑力的改善效果方面, 反拱型排布>正拱型排布>直线型排布>无根系支护。根系间距S=1.5D(D为根系间最大水平距离, D=7cm)与S=2.0D对抗滑力的改善效果接近, S=2.5D时抗滑力峰值最大。③就根系排布方式而言, 反拱型排布对坡体位移的改善效果最为明显, 正拱型排布与直线型排布对位移的改善效果接近; 就根系间距而言, S=2.5D对坡体位移的改善效果最为明显, S=1.5DS=2.0D对坡体位移的改善效果接近。④直线型排布下坡体滑动范围增大, 正拱型排布与反拱型排布则能有效限制坡体变形。根系间距对坡体变形场的影响不大。综上可知, 在乔木护坡工程中可通过控制乔木的排布方式与根系间距来提升其护坡效果。

     

  • 图 1  试验用土颗粒级配曲线

    Figure 1.  Particle size distribution curve of soil samples

    图 2  模型试验系统示意图

    Figure 2.  Schematic diagram of physical model test system

    图 3  根系形态

    a. 自然形态厚朴根系[33]; b. 3D建模厚朴根系

    Figure 3.  Root morphology

    图 4  根系打印流程

    Figure 4.  Printing process of 3D printer

    图 5  3种根系排布方式示意图

    Figure 5.  Schematic diagram of three root arrangement modes

    图 6  3种根系间距示意图(D=7 cm)

    Figure 6.  Schematic diagram of three root spacings (D=7 cm)

    图 7  不同排布方式抗滑力-时间曲线

    Figure 7.  Anti-sliding force with time curves of three root arrangement modes and no root support

    图 8  不同根系间距抗滑力-时间曲线

    Figure 8.  Anti-sliding force with time curves of three root spacings and no root support

    图 9  监测点布设示意图

    Figure 9.  Layout of monitoring spots

    图 10  不同排布方式坡体位移-时间曲线

    Figure 10.  Slope displacement with time curves of three root arrangement modes and no root support

    图 11  不同根系间距坡体位移-时间曲线

    Figure 11.  Slope displacement with time curves of three root spacings and no root support

    图 12  第2 520s时不同排布方式变形场

    Figure 12.  Deformation field of different root arrangement modes at 2 520 s

    图 13  第2 520 s不同根系间距变形场(D=7 cm)

    Figure 13.  Deformation field of different root spacings at 2 520 s(D=7 cm)

    表  1  试验用土物理力学性质指标

    Table  1.   Physical mechanics of soil samples

    wL/% wP/% IP ρ/(g·cm-3) ω/% c/kPa φ/(°)
    21.4 12.6 8.8 1.77 14.0 11.0 19.4
    注:wL为液限;wP为塑限;IP为塑性指数;ρ为密度;ω为含水率;c为内聚力;φ为内摩擦角
    下载: 导出CSV

    表  2  试验方案(D=7 cm)

    Table  2.   Testing scheme (D=7 cm)

    试验工况 排布方式 根系间距/cm
    1 无根系
    2 直线型 1.5D(10.5 cm)
    3 正拱型 1.5D(10.5 cm)
    4 反拱型 1.5D(10.5 cm)
    5 直线型 1.5D(10.5 cm)
    6 直线型 2.0D(14.0 cm)
    7 直线型 2.5D(17.5 cm)
    下载: 导出CSV
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