The Impact of Vegetation Roots on Shallow Stability of Expansive Soil Slope under Rainfall Conditions

被引:5
|
作者
Wang, Yangming [1 ]
Xu, Weisheng [1 ]
Wang, Zhe [1 ]
Zhu, Yingna [1 ]
机构
[1] Hubei Univ Technol, Key Lab Hlth Intelligent Percept & Ecol Restorat R, Minist Educ, Wuhan 430068, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 21期
关键词
expansive soil; root reinforcement; rainfall; slope stability; slope displacement; NUMERICAL-SIMULATION; SYSTEM;
D O I
10.3390/app132111619
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The impact of reinforcing vegetation roots on the stability of expansive soil slopes with moisture absorption and expansion was investigated. Then, poinsettia is selected as the slope protection plant, and ABAQUS software (version 2022) with secondary development is used to simulate the moisture absorption and expansion of the expansive soil slope. After that, the strength reduction method is employed to study the effects on the displacement and plastic zone, and on the shallow layer of the expansive soil slope at different rainfall conditions. The following points are revealed: (1) The roots of the poinsettia can reduce the displacement of the slope. But, when the rainfall intensity exceeds the soil permeability coefficient, the soil reinforcement effect decreases. (2) The poinsettia root system can alleviate the concentration of plastic strain, disperse the plastic zone, and increase slope stability along the distribution of the roots. (3) The poinsettia roots can improve the shallow stability of the slope. But when the rainfall intensity exceeds the surface permeability coefficient, the magnitude of the reinforcement decreases. The results demonstrate that the poinsettia roots can enhance shallow slope stability. However, with increasing rainfall intensity, the ability of the poinsettia roots to enhance shallow slope stability gradually weakens.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions
    Tan, Mengxi
    Vanapalli, Sai K.
    CANADIAN GEOTECHNICAL JOURNAL, 2024, 61 (10) : 2286 - 2303
  • [22] Soil slope stability analysis under rainfall infiltration
    Liu, Dawen
    Zheng, Fugang
    Hu, Shaowei
    JOURNAL OF FOOD AGRICULTURE & ENVIRONMENT, 2013, 11 (01): : 713 - 717
  • [23] Impact of Rainfall Variation on Slope Made of Expansive Yazoo Clay Soil in Mississippi
    Nobahar, M.
    Khan, M. S.
    Ivoke, J.
    Amini, F.
    TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY, 2019, 6 (04) : 318 - 336
  • [24] Limit equilibrium method for expansive soil slope with fissures under rainfall condition
    Wang, Xiaolei
    Shi, Sanyuan
    Liu, Libo
    Yuan, Changfeng
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 735 - +
  • [25] Impact of Rainfall Variation on Slope Made of Expansive Yazoo Clay Soil in Mississippi
    M. Nobahar
    M.S. Khan
    J. Ivoke
    F. Amini
    Transportation Infrastructure Geotechnology, 2019, 6 : 318 - 336
  • [26] Forecasting the Failure Time of an Expansive Soil Slope Using Digital Image Correlation under Rainfall Infiltration Conditions
    Wei, Xueyun
    Gao, Wenwei
    Hu, Ruilin
    Gao, Wei
    Qiu, Yidi
    Li, Yong
    WATER, 2023, 15 (07)
  • [27] Analysis of Slope Stability with Different Vegetation Types under the Influence of Rainfall
    Chen, Bozhou
    Shui, Wei
    Liu, Yuanmeng
    Deng, Ruyue
    FORESTS, 2023, 14 (09):
  • [28] Hydromechanical behaviour of a slope reinforced by grass roots under rainfall conditions
    Prasetyaningtiyas, Gayuh Aji
    Kamchoom, Viroon
    Leung, Anthony Kwan
    Likitlersuang, Suched
    ECOLOGICAL ENGINEERING, 2024, 209
  • [29] Soil-binding ability of vegetation roots in enhancing erosion resistance of a shallow slope
    Shahriar, Minhaz M.
    Wang, Jay X.
    Alam, Shaurav
    Patterson, William B.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 10 (04) : 409 - 417
  • [30] Simulation of cracks evolution in expansive soil slope under evaporation-rainfall condition
    Jin F.
    Wang Y.
    Xu Y.
    Yang G.
    Sun D.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2022, 53 (01): : 239 - 249