Soil Reinforcement Effect of Root Systems of Typical Plants in Areas with Frequent Debris Flow

Chen Wenle; Du Juan; Fang Yingchao; Wang Daojie; He Songtang; Lan Huijuan; Zhao Peng

doi:10.13961/j.cnki.stbctb.2019.05.005

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Soil Reinforcement Effect of Root Systems of Typical Plants in Areas with Frequent Debris Flow

- Soil Reinforcement Effect of Root Systems of Typical Plants in Areas with Frequent Debris Flow
- Bulletin of Soiland Water Conservation Vol. 39, Issue 5, Pages: 32-39(2019)
- 作者机构：
  
  1. 中国科学院水利部成都山地灾害与环境研究所山地灾害与地表过程重点实验室,四川,成都,610041
  2. 中国科学院大学,北京,100049
  3. 阿坝藏族羌族自治州水务局, 四川阿坝藏族羌族自治州,624000
  4. 中石油西南管道公司,四川,成都,610041
- 作者简介：
- 基金信息：
- DOI：10.13961/j.cnki.stbctb.2019.05.005
  CLC： X43;S157.2
- Published：2019
- 稿件说明：
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Chen Wenle, Du Juan, Fang Yingchao, et al. Soil Reinforcement Effect of Root Systems of Typical Plants in Areas with Frequent Debris Flow[J]. Bulletin of Soiland Water Conservation, 2019, 39(5): 32-39.
DOI：

Chen Wenle, Du Juan, Fang Yingchao, et al. Soil Reinforcement Effect of Root Systems of Typical Plants in Areas with Frequent Debris Flow[J]. Bulletin of Soiland Water Conservation, 2019, 39(5): 32-39. DOI： 10.13961/j.cnki.stbctb.2019.05.005.

摘要

[目的] 研究泥石流频发区云南省昆明市东川区蒋家沟两种典型生态修复物种新银合欢（Leucaena leucocephala）和马桑（Coriaria sinnica）的根系固土效应，为当地生物工程的应用及泥石流治理效益的评价提供理论依据和数据支撑。[方法] 通过根系挖掘法查明根系分布特征，开展根系拉伸试验分析单根抗拉特征，运用修正后的Wu-Waldron模型（RWM）计算两种植物根系对土壤抗剪强度的增加值。[结果] ①新银合欢和马桑的根面积比RAR均随着土壤深度的增加而减小。②新银合欢根系构型为垂直型，马桑根系构型为横走型。③新银合欢根系的抗拉强度与根径之间无明显规律性，马桑根系的抗拉强度与根径之间呈递减的对数函数关系。④新银合欢和马桑根系对土体抗剪强度增加值均随着土壤深度的增加而减少，新银合欢根系固土深度约为1.4 m，马桑根系固土深度约为0.6 m。[结论] 新银合欢和马桑根系均能显著发挥固土作用。由于根系构型、固土深度、固土方式等原因，二者的固土作用不同，可将二者结合种植，不仅有利于边坡的稳定，也可提高土体的抗冲性。

Abstract

[Objective] The soil reinforcement effect of root systems of Leucaena leucocephala and Coriaria sinnica was studied in Jiangjia gully

Dongchuan District

Kunming City

Yunnan Province in order to provide a theoretical basis and data support for the application of local biological and engineering methods to utilize the control benefit of debris flow.[Methods] The distribution characteristics of root systems were identified using the root digging method

the root tensile characteristics were analyzed with the root tensile test

and the added value of the root systems of the two plant species to the soil shear strength was calculated using the Wu-Waldron model (RWM).[Results] ① The root area ratio of both L. leucocephala and C. sinnica decreased with an increase in soil depth. ② The root configurations of L. leucocephala and C. sinnica were vertical type and transverse type

respectively. ③ The relationship between the tensile strength and root diameter of C. sinnica roots was a decreasing logarithmic function

whereas there was no obvious regularity between tensile strength and root diameter for L. leucocephala roots. ④ The added value of the shearing strength of both L. leucocephala and C. sinnica roots decreased with an increase in soil depth. The depth of soil reinforcement of L. leucocephala and C. sinnica roots was approximately 1.4 m and 0.6 m

respectively.[Conclusion] Both root systems of L. leucocephala and C. sinnica played a significant role in soil fixation. Because the root architecture

soil reinforcement depth

and soil reinforcement technique of these two plants were different

utilizing these two species together can improve slope stability and soil anti-scourability.

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