Analysis of Slope Stability with Wire Mesh and Nailing as Slope Protection System Using Finite Element Method (PLAXIS)

  • Authors

    • Mohamad Ayob
    • Nurliyana Shafee
    • Khairul Salleh
    • Shin to Amiri
    • Anuar Kasa
    https://doi.org/10.14419/ijet.v8i1.12.28835
  • slope stability, finite element modeling (FEM), factor of safety (FoS), wire mesh
  • Abstract

    This study is based on the slopes at Ulu Jelai Ringlet, Pahang. The slope stability assessment is carried out by using finite element modeling with the approach of PLAXIS software with activation of slope protection system application to a cut slope. From the analysis, it is found that the factor safety of the slope is 1.395, less stable and lower than the allowable FOS which is 1.50. Stabilization methods, wire mesh nailed to slope are proposed to improve the slope stability. The assessment results by the software with the application of stabilization methods proposed showed an increase in the value of factor of safety and decrease in soil displacement. The slope with 60Ëš inclination of cut slope with activation of wire mesh and soil nail obtained an overall factor of safety 2.831 satisfied the highest minimum requirement for both risk of life and economic risk. The reinforcement reduced displacements of the soil surface, increased the slope stability. The tension in the mesh is concentrated in the point where the mesh is nailed to the slope. The axial force is higher in the nailed points situated in the lower point of the slope. Total displacement occur more in soil 1 (soft clay) due to the stiffness of soil. The effect of the nailed mesh makes it possible to reach higher slope height without failure, than if the construction is done without reinforcement. This proved that the proposed stabilization methods can be implemented to improve the slope stability. Some remedial and maintenance works were recommended to improve the slope stability.

  • References

    1. [1] A. Da Costa and C. Sagaseta, “Analysis of shallow instabilities in soil slopes reinforced with nailed steel wire meshes,†Engineering Geology, vol. 113, no. 1–4, pp. 53–61, 2010.

      [2] K. P. Aryal, Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods, vol. 8. 2006.

      [3] J. Y. Kim and S. R. Lee, “An Improved Search Strategy for the Critical Slip Surface using Finite Element Stress Fields,†vol. 21, no. 4, 1998.

      [4] A. Rajabian, B. V. S. Viswanadham, H. Ghiassian, and H. Salehzadeh, “Geotextiles and Geomembranes Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection,†Geotextiles and Geomembranes, vol. 34, pp. 144–157, 2012.

      [5] C. Y. Cheuk, C. W. W. Ng, and H. W. Sun, “Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects,†vol. 32, pp. 290–303, 2005.

      [6] W. B. Wei and Y. M. Cheng, “Computers and Geotechnics Soil nailed slope by strength reduction and limit equilibrium methods,†Computers and Geotechnics, vol. 37, no. 5, pp. 602–618, 2010.

      [7] J. S. Kim and S. R. Lee, “Analysis of Soil Nailed Earth Slope by Discrete Element Method,†vol. 20, no. 1, 1997.

      [8] P. Taylor, S. Rawat, R. Zodinpuii, B. Manna, and K. G. Sharma, “Geomechanics and Geoengineering : An International Investigation on failure mechanism of nailed soil slopes under surcharge loading : testing and analysis,†Geomechanics and Geoengineering: An International Journal, vol. 9, no. 1, pp. 18–35, 2013.

      [9] K. Baba, L. Bahi, L. Ouadif, and A. Akhssas, “Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods Applied to a Railway in the Moroccan Rif,†vol. 2012, no. March, pp. 27–32, 2012.

      [10] C. Yoo and S. Kim, “Geotextiles and Geomembranes Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load : Full-scale load test and 3D finite element analysis,†Geotextiles and Geomembranes, vol. 26, no. 6, pp. 460–472, 2008.

      [11] F. S. Jr, G. Alves, and W. D. Pinto, “Assessment of failure susceptibility of soil slopes using fuzzy logic,†vol. 86, pp. 211–224, 2006.

      [12] A. Da Costa and C. Sagaseta, “Analysis of shallow instabilities in soil slopes reinforced with nailed steel wire meshes,†Engineering Geology, vol. 113, no. 1–4, pp. 53–61, 2010.

      [13] M. Zhang, E. Song, and Z. Chen, “Ground movement analysis of soil nailing construction by three-dimensional ( 3-D ) ® nite element modeling ( FEM ),†vol. 25, 1999.

      [14] E. Blanco-fernandez, D. Castro-fresno, J. J. Del Coz, and L. Lopez-quijada, “Flexible systems anchored to the ground for slope stabilisation : Critical review of existing design methods,†Engineering Geology, vol. 122, no. 3–4, pp. 129–145, 2011.

      [15] C. Fan and J. Luo, “Numerical study on the optimum layout of soil – nailed slopes,†vol. 35, pp. 585–599, 2008.

      [16] R. L. Michalowski, “Limit analysis in stability calculations of reinforced soil structures,†vol. 16, pp. 311–331, 1998.

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  • How to Cite

    Ayob, M., Shafee, N., Salleh, K., to Amiri, S., & Kasa, A. (2019). Analysis of Slope Stability with Wire Mesh and Nailing as Slope Protection System Using Finite Element Method (PLAXIS). International Journal of Engineering & Technology, 8(1.12), 1-5. https://doi.org/10.14419/ijet.v8i1.12.28835

    Received date: 2019-04-14

    Accepted date: 2019-04-14