Effect of Vegetation on Stability of Soil Slopes: Numerical Aspect

被引:18
|
作者
Wu, Wei [1 ]
Switala, Barbara Maria [1 ]
Acharya, Madhu Sudan [1 ]
Tamagnini, Roberto [1 ]
Auer, Michael [2 ]
Graf, Frank [3 ]
te Kamp, Lothar [4 ]
Xiang, Wei [5 ]
机构
[1] Univ Bodenkultur, Inst Geotech, Vienna, Austria
[2] J Krismer Handels GmbH, Rum, Austria
[3] WSL Inst Snow & Avalanche Res SLF, Davos, Switzerland
[4] ITASCA Consultants GmbH, Gelsenkirchen, Germany
[5] China Univ Geosci, Wuhan, Peoples R China
关键词
soil bioengineering; slope stability; numerical methods; root reinforcement; root water uptake; limit equilibrium methods; finite element method; ROOT REINFORCEMENT; WATER-UPTAKE; MODEL; STREAMBANKS; BUNDLE; RUNOFF;
D O I
10.1007/978-3-319-11053-0_15
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Soil bioengineering makes use of living plants to enhance soil stability against erosion and failure. Its practice is strongly dominated by empiricism. Recently much effort has been made towards quantifying soil bioengineering measures. This paper provides a critical review of the numerical modelling of some soil bioengineering measures. We discuss the application of the numerical methods including the finite element method and the limit equilibrium method for the composite of soil-plant root. A detailed review of the mechanical and hydrological models for the complex interaction between soil, plant, water and atmosphere is provided.
引用
收藏
页码:163 / 177
页数:15
相关论文
共 50 条
  • [31] Stability and flowage of thawing soil on slopes
    Bondarenko, GI
    Tsernat, AA
    LANDSLIDES-BK, 1996, : 453 - 455
  • [32] Automated Stability Analysis of Soil Slopes
    Karablin, Mikhail
    Gurev, Dmitry
    Prostov, Sergey
    IVTH INTERNATIONAL INNOVATIVE MINING SYMPOSIUM, 2019, 105
  • [33] Stability analysis of soil slopes considering saturated and unsaturated seepage effect
    Liao Hong-jian
    Ji Jian
    Zeng Jing
    ROCK AND SOIL MECHANICS, 2008, 29 (12) : 3229 - 3234
  • [34] Numerical Investigations on Stability of 3D Soil Slopes with Different Boundary Conditions
    Samadhiya, Vaibhav
    Chavda, Jitesh T.
    INDIAN GEOTECHNICAL JOURNAL, 2024, 54 (04) : 1341 - 1365
  • [35] Analysis of the stability of cracked soil slopes using a numerical model incorporating stochastic theory
    Chen, Xiao-Ying
    Tang, Chao-Sheng
    Cheng, Qing
    Zeng, Zhao-Jun
    Shi, Bin
    COMPUTERS AND GEOTECHNICS, 2024, 167
  • [36] Coupled Numerical Analysis of the Stability Behaviour of Unsaturated Soil Slopes Under Rainfall Conditions
    王成华
    THOMAS H R
    Transactions of Tianjin University, 2003, (03) : 184 - 188
  • [37] Evaluation of the stability of terraced slopes in clayey gravel soil using a novel numerical technique
    Mehrdad Karami
    Mohammad Nazari-Sharabian
    James Bristow
    Moses Karakouzian
    Frontiers of Structural and Civil Engineering, 2023, 17 : 796 - 811
  • [38] Study on numerical solution of general limit equilibrium method for stability analysis of soil slopes
    Dai, Zi-Hang
    Shen, Pu-Sheng
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2002, 24 (03):
  • [39] Evaluation of the stability of terraced slopes in clayey gravel soil using a novel numerical technique
    Karami, Mehrdad
    Nazari-Sharabian, Mohammad
    Bristow, James
    Karakouzian, Moses
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2023, 17 (05) : 796 - 811
  • [40] Stability analysis of soil-rock-mixture slopes using the numerical manifold method
    Yang, Yongtao
    Sun, Guanhua
    Zheng, Hong
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 109 : 153 - 160