Research Article | | Peer-Reviewed

Application of the Discrete Element Method to Landslides

Received: 18 June 2024     Accepted: 5 July 2024     Published: 23 July 2024
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Abstract

Civil engineering is defined as all construction related to the ground. In other words, civil engineering is only possible where there is soil. Construction professionals should not face any obstacles when building sustainably in any soil context. Knowledge of the altimetric state, including hills, mountains, valleys, etc., and the subterranean state, including obstacles such as compressible soil, holes, water tables, and rock masses, is crucial to consider before designing infrastructure. This includes the buried part of a structure and the angle of the natural slope in the superstructure to avoid landslides in the infrastructure. Landslides are natural disasters that have had a devastating impact on several populated areas in Cameroon, resulting in numerous fatalities. The most recent landslides recorded in our country occurred in NGOUACHE, MBANKOLO, MOBIL GUINNESS, among others. Preventing disasters requires an understanding of the relationship between construction and landslides to minimize their occurrence and impact. It is important to campaign for sustainable construction that respects the environment. Understanding landslides involves both destructive and non-destructive approaches. This article presents numerical methods for analysing and predicting phenomena. Among these methods, we focus on the discrete element method, which represents the medium as an assembly of circular, rigid particles. We examine three cases to observe the behaviour of the supporting soils and determine the fracture surface. Additionally, we compare our results with those found in the literature.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 9, Issue 4)
DOI 10.11648/j.jccee.20240904.11
Page(s) 98-104
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Geotechnical Engineering, Landslides, Coefficient of Safety, Method of Separate Elements

References
[1] P. A. Cundall, O. D. L. Strack, A discrete numerical model for granular assemblies, Géotechnique 29, No 1, 1979, pp. 47-65.
[2] J. L. Durville, G. Sève, Stabilité des pentes. Glissements en terrain meuble [Slope Stability. Soft Landslides], 2002, Techniques de l’ingénieur, traité construction, article C254.
[3] R. Hamza-Cherif, Étude des mouvements de pentes par le code de calcul PFC2D [Study of slope movements by the calculation code PFC2D], 2009, mémoire de Magister, Tlemcen, Algérie.
[4] Itasca Consulting Group, Manuel d’utilisation de PFC2D version 3.0 [PFC2D User Manual version 3.0], 2002, Minneapolis, Minnesota (USA).
[5] Itasca Consulting Group, Manuel d’utilisation de FLAC version 4.0 [FLAC version 4.0 User Manual], 2002, Minneapolis, Minnesota (USA).
[6] O. C. Zienkiewicz, C. Humpheson & R. W. Lewis, Associated and non-associated visco-plasticity and plasticity in soil mechanics, Géotechnique 25, No 4, 1975, pp. 671-689.
[7] MATALLAH M., LABORDERIE C., Inelasticity–damage-based model for numerical modeling of concrete cracking, Engineering Fracture Mechanics, Vol. 76, 2009, p. 1087-1108.
[8] RAGUENEAU F., Comportements endommageants des matériaux et des structures en béton armé. Mémoire d’habilitation à diriger des recherches [Damaging behaviour of reinforced concrete materials and structures. Habilitation thesis to lead research], Université Pierre et Marie Curie, Paris 6, 2006.
[9] KOTRONIS P., Cisaillement dynamique de murs en béton armé. Modèles simplifies 2D et 3D [Dynamic shearing of reinforced concrete walls. Simplified 2D and 3D models]. Thèse de Doctorat, Ecole normale supérieure de Cachan, Cachan, 2000.
[10] KOTRONIS P., RAGUENEAU F., MAZARS J., A simplified modelling strategy for R/C walls satisfying PS92 and EC8design, Engineering Structures, 27, 2005, p. 1197-1208.
[11] G. RASTIELLO, «Influence de la fissuration sur le transfert de fluide dans les structures en béton. Stratégie de modélisation probabiliste et étude expérimentale.» [Influence of cracking on fluid transfer in concrete structures. Probabilistic Modeling Strategy and Experimental Study], Thèse de Doctorat, université de Paris-Est, (2013) 192 p.
[12] Lysmer, J., Ostadan, F., Tabatabaie, M., Vahdani, S. & Tajirian, F. (1988) «SASSI - A System for Analysis of Soil-Structure Interaction» User’s Manual. Berkeley: University of California, Berkeley 1988.
[13] Bathurst R. J., Viachopoulos N., Welters D. L., Burgess P. G., Allen T. M., 2006. The influence of facing of stiffness on the performance of two geosynthetic reinforced soil retaining walls. Doc Can. Geotech. J. Vol. 43, p1-13.
Cite This Article
  • APA Style

    Abanda, A., Olivier, L., Joseph, B., Fokwa, D., Christophe, K. W. (2024). Application of the Discrete Element Method to Landslides. Journal of Civil, Construction and Environmental Engineering, 9(4), 98-104. https://doi.org/10.11648/j.jccee.20240904.11

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    ACS Style

    Abanda, A.; Olivier, L.; Joseph, B.; Fokwa, D.; Christophe, K. W. Application of the Discrete Element Method to Landslides. J. Civ. Constr. Environ. Eng. 2024, 9(4), 98-104. doi: 10.11648/j.jccee.20240904.11

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    AMA Style

    Abanda A, Olivier L, Joseph B, Fokwa D, Christophe KW. Application of the Discrete Element Method to Landslides. J Civ Constr Environ Eng. 2024;9(4):98-104. doi: 10.11648/j.jccee.20240904.11

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  • @article{10.11648/j.jccee.20240904.11,
      author = {Andre Abanda and Langola Olivier and Bikoun Joseph and Didier Fokwa and Kikmo Wilba Christophe},
      title = {Application of the Discrete Element Method to Landslides
    },
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {9},
      number = {4},
      pages = {98-104},
      doi = {10.11648/j.jccee.20240904.11},
      url = {https://doi.org/10.11648/j.jccee.20240904.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20240904.11},
      abstract = {Civil engineering is defined as all construction related to the ground. In other words, civil engineering is only possible where there is soil. Construction professionals should not face any obstacles when building sustainably in any soil context. Knowledge of the altimetric state, including hills, mountains, valleys, etc., and the subterranean state, including obstacles such as compressible soil, holes, water tables, and rock masses, is crucial to consider before designing infrastructure. This includes the buried part of a structure and the angle of the natural slope in the superstructure to avoid landslides in the infrastructure. Landslides are natural disasters that have had a devastating impact on several populated areas in Cameroon, resulting in numerous fatalities. The most recent landslides recorded in our country occurred in NGOUACHE, MBANKOLO, MOBIL GUINNESS, among others. Preventing disasters requires an understanding of the relationship between construction and landslides to minimize their occurrence and impact. It is important to campaign for sustainable construction that respects the environment. Understanding landslides involves both destructive and non-destructive approaches. This article presents numerical methods for analysing and predicting phenomena. Among these methods, we focus on the discrete element method, which represents the medium as an assembly of circular, rigid particles. We examine three cases to observe the behaviour of the supporting soils and determine the fracture surface. Additionally, we compare our results with those found in the literature.
    },
     year = {2024}
    }
    

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  • TY  - JOUR
    T1  - Application of the Discrete Element Method to Landslides
    
    AU  - Andre Abanda
    AU  - Langola Olivier
    AU  - Bikoun Joseph
    AU  - Didier Fokwa
    AU  - Kikmo Wilba Christophe
    Y1  - 2024/07/23
    PY  - 2024
    N1  - https://doi.org/10.11648/j.jccee.20240904.11
    DO  - 10.11648/j.jccee.20240904.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 98
    EP  - 104
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20240904.11
    AB  - Civil engineering is defined as all construction related to the ground. In other words, civil engineering is only possible where there is soil. Construction professionals should not face any obstacles when building sustainably in any soil context. Knowledge of the altimetric state, including hills, mountains, valleys, etc., and the subterranean state, including obstacles such as compressible soil, holes, water tables, and rock masses, is crucial to consider before designing infrastructure. This includes the buried part of a structure and the angle of the natural slope in the superstructure to avoid landslides in the infrastructure. Landslides are natural disasters that have had a devastating impact on several populated areas in Cameroon, resulting in numerous fatalities. The most recent landslides recorded in our country occurred in NGOUACHE, MBANKOLO, MOBIL GUINNESS, among others. Preventing disasters requires an understanding of the relationship between construction and landslides to minimize their occurrence and impact. It is important to campaign for sustainable construction that respects the environment. Understanding landslides involves both destructive and non-destructive approaches. This article presents numerical methods for analysing and predicting phenomena. Among these methods, we focus on the discrete element method, which represents the medium as an assembly of circular, rigid particles. We examine three cases to observe the behaviour of the supporting soils and determine the fracture surface. Additionally, we compare our results with those found in the literature.
    
    VL  - 9
    IS  - 4
    ER  - 

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