Araştırma Makalesi
BibTex RIS Kaynak Göster

Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method

Yıl 2023, Cilt: 4 Sayı: 1, 9 - 16, 21.06.2023
https://doi.org/10.53525/jster.1232122

Öz

The world is widely exposed to risks related to the presence of underground cavities, whether natural or linked to human activities. These cavities represent a potential risk of collapse and thus of danger, particularly in urban areas. This article aims to explore through numerical modeling the effect of the mechanical characteristics of the soil on the instability of the underground cavity. Subsequently, a parametric study was conducted to study the influence of certain factors, including the relative distance between the foundation and the cavity and the influence of the size of the cavity on the ground. The studies will be carried out after a calculation by the finite element method.

Kaynakça

  • [1] Minh Tuan Pham. thèse de doctorat. “Granular Platform Reinforced By Geosynthetics Above Cavities: Laboratory experiments and numerical modeling of load transfer mechanisms”. Université Grenoble Alpes. 2016.
  • [2] Taleb H.A, Guemidi I. “The influence of fissured material on tunnel stability (a numerical study)”.Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, No 6, https://doi.org/10.33271/nvngu/2022¬6/059, 2022.
  • [3] Taleb H.A, Cheriet F, Azzouzi Oue, Ledjdel H. “Two Dimensional Numerical Analysis of Tunnel by the Finite Element Method: Evaluation Case of "Djelfa, Algeria"”. International Journal of Advanced Studies in Computer Science and Engineering. Volume 11, Issue 06, 2022.
  • [4] Guemidi I, Taleb H.A, Elbahi B, Ahmed M. K. M, “A Numerical Study Using a Two-Dimensional Finite Elements Method to Analyze the Stability of Seven Tunnel Transversal Sections”. International Journal of Advanced Studies in Computer Science and Engineering. Volume 11, Issue 08, 2022.
  • [5] Chitaranjan, Pany. (2022). Investigation of Circular, Elliptical and Obround Shaped Vessels by Finite Element Method (FEM) Analysis under Internal Pressure Loading, Journal of Scientific Technology and Engineering Research, 3(1): 24-31.DOI: 10.53525/jster.1079858
  • [6] Taleb H.A, Guemidi I. “numerical modelling of the Position of the New Tunnel and Their Effect on the Existing Tunnel”. International Journal of Innovative Research in Sciences and Engineering Studies (IJIRSES) Volume: 3, Issue: 1, 2023.
  • [7] Département du nord. Le risque mouvement de terrain. 2009.
  • [8] 2eme ”Rencontre Nationale Prévention des risques liés aux effondrements de cavités souterraine”. Actes du colloque. Ministère de l'Environnement, de l’Énergie et de la Mer. République Française, 14. Octobre. 2015.
  • [9] Available at :https://www.solscope.fr/zoom-technique-approche-globale-des-problematiques-de-cavites-souterraines,b18-363.htm, 2021.

Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method

Yıl 2023, Cilt: 4 Sayı: 1, 9 - 16, 21.06.2023
https://doi.org/10.53525/jster.1232122

Öz

The world is widely exposed to risks related to the presence of underground cavities, whether natural or linked to human activities. These cavities represent a potential risk of collapse and thus of danger, particularly in urban areas. This article aims to explore through numerical modeling the effect of the mechanical characteristics of the soil on the instability of the underground cavity. Subsequently, a parametric study was conducted to study the influence of certain factors, including the relative distance between the foundation and the cavity and the influence of the size of the cavity on the ground. The studies will be carried out after a calculation by the finite element method.

Kaynakça

  • [1] Minh Tuan Pham. thèse de doctorat. “Granular Platform Reinforced By Geosynthetics Above Cavities: Laboratory experiments and numerical modeling of load transfer mechanisms”. Université Grenoble Alpes. 2016.
  • [2] Taleb H.A, Guemidi I. “The influence of fissured material on tunnel stability (a numerical study)”.Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, No 6, https://doi.org/10.33271/nvngu/2022¬6/059, 2022.
  • [3] Taleb H.A, Cheriet F, Azzouzi Oue, Ledjdel H. “Two Dimensional Numerical Analysis of Tunnel by the Finite Element Method: Evaluation Case of "Djelfa, Algeria"”. International Journal of Advanced Studies in Computer Science and Engineering. Volume 11, Issue 06, 2022.
  • [4] Guemidi I, Taleb H.A, Elbahi B, Ahmed M. K. M, “A Numerical Study Using a Two-Dimensional Finite Elements Method to Analyze the Stability of Seven Tunnel Transversal Sections”. International Journal of Advanced Studies in Computer Science and Engineering. Volume 11, Issue 08, 2022.
  • [5] Chitaranjan, Pany. (2022). Investigation of Circular, Elliptical and Obround Shaped Vessels by Finite Element Method (FEM) Analysis under Internal Pressure Loading, Journal of Scientific Technology and Engineering Research, 3(1): 24-31.DOI: 10.53525/jster.1079858
  • [6] Taleb H.A, Guemidi I. “numerical modelling of the Position of the New Tunnel and Their Effect on the Existing Tunnel”. International Journal of Innovative Research in Sciences and Engineering Studies (IJIRSES) Volume: 3, Issue: 1, 2023.
  • [7] Département du nord. Le risque mouvement de terrain. 2009.
  • [8] 2eme ”Rencontre Nationale Prévention des risques liés aux effondrements de cavités souterraine”. Actes du colloque. Ministère de l'Environnement, de l’Énergie et de la Mer. République Française, 14. Octobre. 2015.
  • [9] Available at :https://www.solscope.fr/zoom-technique-approche-globale-des-problematiques-de-cavites-souterraines,b18-363.htm, 2021.
Toplam 9 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Araştırma Makaleleri
Yazarlar

Hosni Abderrahmane Taleb 0000-0001-8942-9492

Ismahene Guemıdı Bu kişi benim 0000-0002-0486-9622

Yayımlanma Tarihi 21 Haziran 2023
Gönderilme Tarihi 10 Ocak 2023
Kabul Tarihi 28 Ocak 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 4 Sayı: 1

Kaynak Göster

APA Taleb, H. A., & Guemıdı, I. (2023). Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method. Journal of Science, Technology and Engineering Research, 4(1), 9-16. https://doi.org/10.53525/jster.1232122
AMA Taleb HA, Guemıdı I. Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method. Journal of Science, Technology and Engineering Research. Haziran 2023;4(1):9-16. doi:10.53525/jster.1232122
Chicago Taleb, Hosni Abderrahmane, ve Ismahene Guemıdı. “Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method”. Journal of Science, Technology and Engineering Research 4, sy. 1 (Haziran 2023): 9-16. https://doi.org/10.53525/jster.1232122.
EndNote Taleb HA, Guemıdı I (01 Haziran 2023) Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method. Journal of Science, Technology and Engineering Research 4 1 9–16.
IEEE H. A. Taleb ve I. Guemıdı, “Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method”, Journal of Science, Technology and Engineering Research, c. 4, sy. 1, ss. 9–16, 2023, doi: 10.53525/jster.1232122.
ISNAD Taleb, Hosni Abderrahmane - Guemıdı, Ismahene. “Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method”. Journal of Science, Technology and Engineering Research 4/1 (Haziran 2023), 9-16. https://doi.org/10.53525/jster.1232122.
JAMA Taleb HA, Guemıdı I. Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method. Journal of Science, Technology and Engineering Research. 2023;4:9–16.
MLA Taleb, Hosni Abderrahmane ve Ismahene Guemıdı. “Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method”. Journal of Science, Technology and Engineering Research, c. 4, sy. 1, 2023, ss. 9-16, doi:10.53525/jster.1232122.
Vancouver Taleb HA, Guemıdı I. Studied the Impact of the Foundation on the Underground Cavity Using the Finite Element Method. Journal of Science, Technology and Engineering Research. 2023;4(1):9-16.
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