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
  • [31] Analysis on stability of unsaturated soil slope under rainfall seepage
    Gao, R.
    Peng, L.
    Wang, Z.
    Renmin Changjiang/Yangtze River, 2001, 32 (11): : 25 - 27
  • [32] Infinite Slope Stability Under Transient Rainfall Infiltration Conditions
    Kong, Yufei
    Liu, Jian
    Shi, Honggang
    Zhang, Longying
    Zhao, Heng
    Yang, Jun
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 395 - +
  • [33] Stability Analysis of Side Slope under Normal and Rainfall Conditions
    Zhang, Chengliang
    Liu, Lei
    Wang, Chun
    APPLIED MECHANICS AND MATERIALS I, PTS 1-3, 2013, 275-277 : 1383 - 1388
  • [34] Temporal stability of soil moisture under slope protection by vegetation
    Zhou X.
    Hu K.
    Gu K.
    Xiao H.
    Tao G.
    Shi Y.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2023, 45 (11): : 2357 - 2366
  • [35] A Regional Landslide Stability Analysis Method under the Combined Impact of Rainfall and Vegetation Roots in South China
    Gong, Qinghua
    Wang, Jun
    Zhou, Ping
    Guo, Min
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [36] Slope stability charts for shallow rainfall induced slope failure
    Noor, M. J. Md.
    Jais, I. B. Mohamed
    Hadi, B. A.
    UNSATURATED SOILS: THEORETICAL AND NUMERICAL ADVANCES IN UNSATURATED SOIL MECHANICS, 2010, : 915 - 920
  • [37] Stability analysis of unsaturated expansive soil slope
    Wu Jun-hua
    Yuan Jun-ping
    Lu Ting-hao
    ROCK AND SOIL MECHANICS, 2008, 29 : 363 - 367
  • [38] Infiltration and stability of shallow landslide under intensive rainfall conditions
    Wang J.
    Leng X.
    Ruan H.
    Liu S.
    Cui Z.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2016, 46 : 153 - 158
  • [39] Stability analysis of expansive soil slope and its slope remedeations
    Huang, R. Q.
    Wu, L. Z.
    Soft Soil Engineering, 2007, : 553 - 556
  • [40] Numerical Analysis of Rainfall Saturated-Unsaturated Seepage and Stability of Expansive Soil Slope with Fissures
    Hou Dinggui
    Tao Zhigang
    Hao Zhenli
    Wang Jiamin
    PROCEEDINGS OF THE 2015 INTERNATIONAL CONFERENCE ON STRUCTURAL, MECHANICAL AND MATERIAL ENGINEERING (ICSMME 2015), 2016, 19 : 103 - 106