• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
XU Hua, YUAN Hai-li, WANG Xin-yu, WANG Dong, CHEN Jian-xun, RONG Cai-quan. Influences of morphology and hierarchy of roots on mechanical characteristics of root-soil composites[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 926-935. DOI: 10.11779/CJGE202205016
Citation: XU Hua, YUAN Hai-li, WANG Xin-yu, WANG Dong, CHEN Jian-xun, RONG Cai-quan. Influences of morphology and hierarchy of roots on mechanical characteristics of root-soil composites[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 926-935. DOI: 10.11779/CJGE202205016

Influences of morphology and hierarchy of roots on mechanical characteristics of root-soil composites

More Information
  • Received Date: July 20, 2021
  • Available Online: September 22, 2022
  • The structural characteristics of plant roots, including morphology and topological structure, have significant effects on the mechanical characteristics of root-soil composites. The mechanical behaviors of the root-soil composites at different time are obtained by carrying out the Lolium perenne root system morphology parameter tests and direct shear tests. By using the self-developed MechRoot program, a numerical model for the root-soil composites with more realistic root structural characteristics of Lolium perenne is established, and the axial force levels and proportions of roots with different shapes and topological structures in the process of direct shear are studied, which illustrates the influences of morphology and topological structures of roots on the mechanical characteristics of root-soil composites and the mechanism of soil consolidation. The results show that the plant roots can strengthen soil significantly, and the increase of shear strength of root-soil composites is mainly caused by the increase of cohesion, with the maximum increase of 4.99 kPa. During the shearing process, with the increase of the morphological complexity of roots, the more range of soil can participate in the resistance of shear by the roots, the shear zone and plastic zone around the roots increase and are concentrated around the roots, and the shear strength of the root-soil composites increases. At the same time, the effects of the roots at several levels change gradually. The axial forces of the primary roots, secondary roots and fibrous roots are 3.87, 1.50 and 0.15 N. With the growth of the roots, the proportion of the secondary roots and fibrous roots participating in soil fixation of the roots increases continuously, with the maximum contributions being 43.69% and 13.80%, respectively.
  • [1]
    徐华, 李天斌, 周雄华, 等. 高寒地区JYC生态基材护坡现场试验及测试研究[J]. 岩土工程学报, 2009, 31(5): 799–804. doi: 10.3321/j.issn:1000-4548.2009.05.026

    XU Hua, LI Tian-bin, ZHOU Xiong-hua, et al. Field tests on JYC ecological base material for slope protection in high-cold areas[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 799–804. (in Chinese) doi: 10.3321/j.issn:1000-4548.2009.05.026
    [2]
    李天斌, 徐华, 周雄华, 等. 高寒高海拔地区岩质陡边坡JYC生态基材护坡技术[J]. 岩石力学与工程学报, 2008, 27(11): 2332–2339. doi: 10.3321/j.issn:1000-6915.2008.11.022

    LI Tian-bin, XU Hua, ZHOU Xiong-hua, et al. Protection techniques of steep rock slope with jyc ecological base materials in high-cold and high-altitude area[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(11): 2332–2339. (in Chinese) doi: 10.3321/j.issn:1000-6915.2008.11.022
    [3]
    XU H, LI T B, CHEN J N, et al. Characteristics and applications of ecological soil substrate for rocky slope vegetation in cold and high-altitude areas[J]. Science of the Total Environment, 2017, 609: 446–455. doi: 10.1016/j.scitotenv.2017.07.156
    [4]
    周云艳, 陈建平, 王晓梅. 植物根系固土护坡机理的研究进展及展望[J]. 生态环境学报, 2012, 21(6): 1171–1177. https://www.cnki.com.cn/Article/CJFDTOTAL-TRYJ201206030.htm

    ZHOU Yun-yan, CHEN Jian-ping, WANG Xiao-mei. Progress of study on soil reinforcement mechanisms by root and its expectation[J]. Ecology and Environmental Sciences, 2012, 21(6): 1171–1177. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TRYJ201206030.htm
    [5]
    GONZALEZ-OLLAURI A, MICKOVSKI S B. Plant-soil reinforcement response under different soil hydrological regimes[J]. Geoderma, 2017, 285: 141–150. doi: 10.1016/j.geoderma.2016.10.002
    [6]
    KIM J H, FOURCAUD T, JOURDAN C, et al. Vegetation as a driver of temporal variations in slope stability: the impact of hydrological processes[J]. Geophysical Research Letters, 2017, 44(10): 4897–4907. doi: 10.1002/2017GL073174
    [7]
    NG C W W, WOON K X, LEUNG A K, et al. Experimental investigation of induced suction distribution in a grass-covered soil[J]. Ecological Engineering, 2013, 52(2): 219–223.
    [8]
    周成, 路永珍, 黄月华. 香根草加固不同含水率膨胀土的侧限膨胀和直剪试验[J]. 岩土工程学报, 2016, 38(增刊2): 30–35. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract16653.shtml

    ZHOU Cheng, LU Yong-zhen, HUANG Yue-hua. Oedometer expansion and direct shear tests on vetiver root-reinforced expansive soil with different water contents[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(S2): 30–35. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract16653.shtml
    [9]
    刘亚斌, 胡夏嵩, 余冬梅, 等. 西宁盆地黄土区2种灌木植物根–土界面微观结构特征及摩擦特性试验[J]. 岩石力学与工程学报, 2018, 37(5): 1270–1280. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201805021.htm

    LIU Ya-bin, HU Xia-song, YU Dong-mei, et al. Microstructural features and friction characteristics of the interface of shrub roots and soil in loess area of Xining Basin[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(5): 1270–1280. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201805021.htm
    [10]
    王一冰, 吴美苏, 周成, 等. 组合根系加固坡土的直剪试验及数值模拟[J]. 岩土工程学报, 2020, 42(增刊1): 177–182. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18472.shtml

    WANG Yi-bing, WU Mei-su, ZHOU Cheng, et al. Direct shear tests and numerical simulation on slope soils reinforced by composite roots[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 177–182. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18472.shtml
    [11]
    曾红艳, 吴美苏, 周成, 等. 根系与植筋带固土护坡的力学机理试验研究[J]. 岩土工程学报, 2020, 42(增刊2): 151–156. http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18539.shtml

    ZENG Hong-yan, WU Mei-su, ZHOU Cheng, et al. Experimental study on reinforcement mechanism of vegetated slopes with root system and vertical geotextile belts[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 151–156. (in Chinese) http://manu31.magtech.com.cn/Jwk_ytgcxb/CN/abstract/abstract18539.shtml
    [12]
    孔纲强, 文磊, 刘汉龙, 等. 植物根系分布形态及含根复合土强度特性试验[J]. 岩土力学, 2019, 40(10): 3717–3723. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201910004.htm

    KONG Gang-qiang, WEN Lei, LIU Han-long, et al. Strength properties of root compound soil and morphological observation of plant root[J]. Rock and Soil Mechanics, 2019, 40(10): 3717–3723. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201910004.htm
    [13]
    MICKOVSKI S B, STOKES A, VAN BEEK R, et al. Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis[J]. Ecological Engineering, 2011, 37(10): 1523–1532. doi: 10.1016/j.ecoleng.2011.06.001
    [14]
    BERNTSON G M. Modelling root architecture: are there tradeoffs between efficiency and potential of resource acquisition? [J]. New Phytologist, 1994, 127(3): 483–493. doi: 10.1111/j.1469-8137.1994.tb03966.x
    [15]
    XU H, WANG X Y, LIU C N, et al. A 3D root system morphological and mechanical model based on L-Systems and its application to estimate the shear strength of root-soil composites[J]. Soil and Tillage Research, 2021, 212: 105074. doi: 10.1016/j.still.2021.105074
    [16]
    JEWELL R A, WROTH C P. Direct shear tests on reinforced sand[J]. Géotechnique, 1987, 37(1): 53–68. doi: 10.1680/geot.1987.37.1.53
    [17]
    LEITNER D, KLEPSCH S, KNIEß A, et al. The algorithmic beauty of plant roots-an L-System model for dynamic root growth simulation[J]. Mathematical and Computer Modelling of Dynamical Systems, 2010, 16(6): 575–587. doi: 10.1080/13873954.2010.491360
    [18]
    PAGÈS L, VERCAMBRE G, DROUET J L, et al. Root Typ: a generic model to depict and analyse the root system architecture[J]. Plant and Soil, 2004, 258(1): 103–119. doi: 10.1023/B%3APLSO.0000016540.47134.03
    [19]
    MATTIA C, BISCHETTI G B, GENTILE F. Biotechnical characteristics of root systems of typical mediterranean species[J]. Plant and Soil, 2005, 278(1/2): 23–32.
    [20]
    郝郑芳. 高速公路切方边坡防护草本植物根系固土能力研究[D]. 雅安: 四川农业大学, 2014.

    HAO Zheng-fang. Research of Capability of Soil Conservation of Herb Plant root Used in Cutted Slope of Highway[D]. Yaan: Sichuan Agricultural University, 2014. (in Chinese)
    [21]
    沈庆双. 草本植物加固边坡的试验探究[D]. 北京: 中国地质大学(北京), 2018.

    SHEN Qing-shuang. Experimental Investigation of Slope Reinforcement by Herbaceous Plants[D]. Beijing: China University of Geosciences, 2018. (in Chinese)
    [22]
    田佳, 曹兵, 金楠, 等. 花棒根-土复合体直剪试验的有限元数值模拟与验证[J]. 农业工程学报, 2015, 31(16): 152–158. https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201516021.htm

    TIAN Jia, CAO Bing, JI Jin-nan, et al. Numerical simulation and validation test of direct shear test for root-soil composite of Hedysarum scoparium using finite element method[J]. Transactions of the Chinese Society of Agricultural Engineering, 2015, 31(16): 152–158. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201516021.htm
    [23]
    闫海燕. 香根草根土复合体力学性能研究[D]. 重庆: 重庆交通大学, 2013.

    YAN Hai-yan. Research on Mechanical Properties of Vetiver Root-Soil Composite[D]. Chongqing: Chongqing Jiaotong University, 2013. (in Chinese)
    [24]
    卜宗举. 植被根系浅层加筋作用对边坡稳定性的影响[J]. 北京交通大学学报, 2016, 40(3): 55–60. https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201603010.htm

    BU Zong-ju. Effect of shallow layer of vegetation root on slope stability[J]. Journal of Beijing Jiaotong University, 2016, 40(3): 55–60. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201603010.htm
    [25]
    WU T H. Investigation of landslides on Prince of Wales Island, Alaska, Geotechnical Engr. Report No 5, dept. of Civil Engr[M]. Columbus: Ohio State University, 1976: 94.
  • Cited by

    Periodical cited type(6)

    1. 包卫星,吴倩,吴谦,秦川,侯天琪. 冻融循环作用下伊犁盐渍化黄土力学特性. 岩石力学与工程学报. 2024(07): 1775-1787 .
    2. 伊学涛,尚彦军,孟庆森,孟和,崔振东,贺强. 不同吸力下伊犁河谷原状非饱和黄土强度特性试验研究. 工程地质学报. 2024(03): 760-771 .
    3. 梁志超,张爱军,任文渊,胡海军,王毓国,李双村. 不同含水率高易溶盐含量的伊犁黄土流变特性. 农业工程学报. 2023(05): 90-99 .
    4. 周昌,黄顺. 新疆伊犁黄土工程地质特征及致灾机理研究综述. 工程地质学报. 2023(04): 1247-1260 .
    5. 邓洪力,姜海波,侍克斌,赵海姣. 新疆伊犁湿陷性黄土输水渠道湿陷变形特性及影响因素分析. 水资源与水工程学报. 2023(06): 139-146 .
    6. 刘飞禹,赵川,孙宏磊,张诗珣. 含盐量对硫酸钠盐渍土–混凝土界面剪切特性的影响研究. 岩石力学与工程学报. 2022(08): 1680-1688 .

    Other cited types(14)

Catalog

    Article views (421) PDF downloads (174) Cited by(20)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return